Advanced search options

Advanced Search Options 🞨

Browse by author name (“Author name starts with…”).

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · dateNew search

You searched for subject:( SILT SOILS). Showing records 1 – 12 of 12 total matches.

Search Limiters

Last 2 Years | English Only

No search limiters apply to these results.

▼ Search Limiters


Addis Ababa University

1. EYOB, TEFERI. UNSATURATED SHEAR STRENGTH CHARACTERSTICS AND STRESS - STRAIN BEHAVIOUR OF SILT SOILS OF HAWASSA .

Degree: 2013, Addis Ababa University

 Most of the shear strength tests and studies done in this country particularly in Addis Ababa are using the conventional triaxial machine, which is unable… (more)

Subjects/Keywords: UNSATURATED SHEAR STRENGTH; SILT SOILS

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

EYOB, T. (2013). UNSATURATED SHEAR STRENGTH CHARACTERSTICS AND STRESS - STRAIN BEHAVIOUR OF SILT SOILS OF HAWASSA . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4086

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

EYOB, TEFERI. “UNSATURATED SHEAR STRENGTH CHARACTERSTICS AND STRESS - STRAIN BEHAVIOUR OF SILT SOILS OF HAWASSA .” 2013. Thesis, Addis Ababa University. Accessed July 23, 2019. http://etd.aau.edu.et/dspace/handle/123456789/4086.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

EYOB, TEFERI. “UNSATURATED SHEAR STRENGTH CHARACTERSTICS AND STRESS - STRAIN BEHAVIOUR OF SILT SOILS OF HAWASSA .” 2013. Web. 23 Jul 2019.

Vancouver:

EYOB T. UNSATURATED SHEAR STRENGTH CHARACTERSTICS AND STRESS - STRAIN BEHAVIOUR OF SILT SOILS OF HAWASSA . [Internet] [Thesis]. Addis Ababa University; 2013. [cited 2019 Jul 23]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4086.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

EYOB T. UNSATURATED SHEAR STRENGTH CHARACTERSTICS AND STRESS - STRAIN BEHAVIOUR OF SILT SOILS OF HAWASSA . [Thesis]. Addis Ababa University; 2013. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4086

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Massey University

2. Simcock, Robyn Catherine. Reclamation of aggregate mines in the Manawatu, Rangitikei and Horowhenua Districts, New Zealand.

Degree: PhD, Soil Science, 1993, Massey University

 Aggregate is the largest extractive industry in New Zealand, in terms of both volume and value of product. In central New Zealand unsustainable extraction of… (more)

Subjects/Keywords: Aggregate industry; Aggregate mines; Manawatu soils; Rangitikei fine sandy loam; Ashhurst stony silt loam; Ohakea silt loam

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Simcock, R. C. (1993). Reclamation of aggregate mines in the Manawatu, Rangitikei and Horowhenua Districts, New Zealand. (Doctoral Dissertation). Massey University. Retrieved from http://hdl.handle.net/10179/4042

Chicago Manual of Style (16th Edition):

Simcock, Robyn Catherine. “Reclamation of aggregate mines in the Manawatu, Rangitikei and Horowhenua Districts, New Zealand.” 1993. Doctoral Dissertation, Massey University. Accessed July 23, 2019. http://hdl.handle.net/10179/4042.

MLA Handbook (7th Edition):

Simcock, Robyn Catherine. “Reclamation of aggregate mines in the Manawatu, Rangitikei and Horowhenua Districts, New Zealand.” 1993. Web. 23 Jul 2019.

Vancouver:

Simcock RC. Reclamation of aggregate mines in the Manawatu, Rangitikei and Horowhenua Districts, New Zealand. [Internet] [Doctoral dissertation]. Massey University; 1993. [cited 2019 Jul 23]. Available from: http://hdl.handle.net/10179/4042.

Council of Science Editors:

Simcock RC. Reclamation of aggregate mines in the Manawatu, Rangitikei and Horowhenua Districts, New Zealand. [Doctoral Dissertation]. Massey University; 1993. Available from: http://hdl.handle.net/10179/4042


MIT

3. Sambhandharaksa, Surachat. Stress-strain-strength anisotropy of varved clays.

Degree: 1977, MIT

Subjects/Keywords: Civil and Environmental Engineering; Anisotropy; Silt; Soil consolidation; Shear strength of soils; Clay soils Connecticut River Valley

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Sambhandharaksa, S. (1977). Stress-strain-strength anisotropy of varved clays. (Thesis). MIT. Retrieved from http://hdl.handle.net/1721.1/27899

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Sambhandharaksa, Surachat. “Stress-strain-strength anisotropy of varved clays. ” 1977. Thesis, MIT. Accessed July 23, 2019. http://hdl.handle.net/1721.1/27899.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Sambhandharaksa, Surachat. “Stress-strain-strength anisotropy of varved clays. ” 1977. Web. 23 Jul 2019.

Vancouver:

Sambhandharaksa S. Stress-strain-strength anisotropy of varved clays. [Internet] [Thesis]. MIT; 1977. [cited 2019 Jul 23]. Available from: http://hdl.handle.net/1721.1/27899.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Sambhandharaksa S. Stress-strain-strength anisotropy of varved clays. [Thesis]. MIT; 1977. Available from: http://hdl.handle.net/1721.1/27899

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Lincoln University

4. Hewitt, Allan E. Artificial weathering of some soil clays.

Degree: 1973, Lincoln University

 An artificial weathering experiment was set up to test for reversibility within the system. 2:1 – 2:2 Al-intergrade <->vermiculture <-> montmorillonite. Strongly chelating (0.20M and… (more)

Subjects/Keywords: soils; clays; citrate; leaching; Craigieburn soil; aluminium; iron; silt-loam soil; chelating solution; pH

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Hewitt, A. E. (1973). Artificial weathering of some soil clays. (Thesis). Lincoln University. Retrieved from http://hdl.handle.net/10182/7284

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Hewitt, Allan E. “Artificial weathering of some soil clays.” 1973. Thesis, Lincoln University. Accessed July 23, 2019. http://hdl.handle.net/10182/7284.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Hewitt, Allan E. “Artificial weathering of some soil clays.” 1973. Web. 23 Jul 2019.

Vancouver:

Hewitt AE. Artificial weathering of some soil clays. [Internet] [Thesis]. Lincoln University; 1973. [cited 2019 Jul 23]. Available from: http://hdl.handle.net/10182/7284.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Hewitt AE. Artificial weathering of some soil clays. [Thesis]. Lincoln University; 1973. Available from: http://hdl.handle.net/10182/7284

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


ETH Zürich

5. Halter, Hans. Das Verhalten eines gesättigten, bindigen Bodens unter plötzlich aufgebrachter Last und unter Wechselbelastung.

Degree: 1963, ETH Zürich

Subjects/Keywords: TONBÖDEN + SCHLAMMBÖDEN + SILTBÖDEN (BODENMECHANIK); SOILS/CLAY, MUD, SILT (SOIL MECHANICS); info:eu-repo/classification/ddc/620; Engineering & allied operations

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Halter, H. (1963). Das Verhalten eines gesättigten, bindigen Bodens unter plötzlich aufgebrachter Last und unter Wechselbelastung. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/131795

Chicago Manual of Style (16th Edition):

Halter, Hans. “Das Verhalten eines gesättigten, bindigen Bodens unter plötzlich aufgebrachter Last und unter Wechselbelastung.” 1963. Doctoral Dissertation, ETH Zürich. Accessed July 23, 2019. http://hdl.handle.net/20.500.11850/131795.

MLA Handbook (7th Edition):

Halter, Hans. “Das Verhalten eines gesättigten, bindigen Bodens unter plötzlich aufgebrachter Last und unter Wechselbelastung.” 1963. Web. 23 Jul 2019.

Vancouver:

Halter H. Das Verhalten eines gesättigten, bindigen Bodens unter plötzlich aufgebrachter Last und unter Wechselbelastung. [Internet] [Doctoral dissertation]. ETH Zürich; 1963. [cited 2019 Jul 23]. Available from: http://hdl.handle.net/20.500.11850/131795.

Council of Science Editors:

Halter H. Das Verhalten eines gesättigten, bindigen Bodens unter plötzlich aufgebrachter Last und unter Wechselbelastung. [Doctoral Dissertation]. ETH Zürich; 1963. Available from: http://hdl.handle.net/20.500.11850/131795


ETH Zürich

6. Buchheister, Juliane A. Verflüssigungspotenzial von reinem und siltigem Sand unter multiaxialer Belastung.

Degree: 2009, ETH Zürich

Subjects/Keywords: SAND (PETROGRAPHIE); SILT (PETROGRAPHIE); LABORATORY TESTS, MODEL TESTS (SOIL MECHANICS); PORE WATER PRESSURE + CAPILLARY PRESSURE + UPLIFT PRESSURE (SOIL MECHANICS); KIESBÖDEN + SANDBÖDEN (BODENMECHANIK); LABORVERSUCHE, MODELLVERSUCHE (BODENMECHANIK); SOILS/CLAY, MUD, SILT (SOIL MECHANICS); GRAVELLY SOILS + SANDY SOILS (SOIL MECHANICS); BODENVERFLÜSSIGUNG (BODENMECHANIK); PORENWASSERDRUCK + KAPILLARDRUCK + AUFTRIEBDRUCK (BODENMECHANIK); SILT (PETROGRAPHY); TONBÖDEN + SCHLAMMBÖDEN + SILTBÖDEN (BODENMECHANIK); SANDS (PETROGRAPHY); SOIL LIQUEFACTION (SOIL MECHANICS); info:eu-repo/classification/ddc/620; info:eu-repo/classification/ddc/550; info:eu-repo/classification/ddc/560; Engineering & allied operations; Earth sciences; Paleontology, paleozoology

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Buchheister, J. A. (2009). Verflüssigungspotenzial von reinem und siltigem Sand unter multiaxialer Belastung. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/104745

Chicago Manual of Style (16th Edition):

Buchheister, Juliane A. “Verflüssigungspotenzial von reinem und siltigem Sand unter multiaxialer Belastung.” 2009. Doctoral Dissertation, ETH Zürich. Accessed July 23, 2019. http://hdl.handle.net/20.500.11850/104745.

MLA Handbook (7th Edition):

Buchheister, Juliane A. “Verflüssigungspotenzial von reinem und siltigem Sand unter multiaxialer Belastung.” 2009. Web. 23 Jul 2019.

Vancouver:

Buchheister JA. Verflüssigungspotenzial von reinem und siltigem Sand unter multiaxialer Belastung. [Internet] [Doctoral dissertation]. ETH Zürich; 2009. [cited 2019 Jul 23]. Available from: http://hdl.handle.net/20.500.11850/104745.

Council of Science Editors:

Buchheister JA. Verflüssigungspotenzial von reinem und siltigem Sand unter multiaxialer Belastung. [Doctoral Dissertation]. ETH Zürich; 2009. Available from: http://hdl.handle.net/20.500.11850/104745


ETH Zürich

7. Bjerrum, Laurits. Theoretical and experimental investigations on the shear strength of soils.

Degree: 1954, ETH Zürich

Subjects/Keywords: SCHERPARAMETER (BODENMECHANIK); LABORVERSUCHE, MODELLVERSUCHE (BODENMECHANIK); TONBÖDEN + SCHLAMMBÖDEN + SILTBÖDEN (BODENMECHANIK); SHEAR PARAMETERS (SOIL MECHANICS); LABORATORY TESTS, MODEL TESTS (SOIL MECHANICS); SOILS/CLAY, MUD, SILT (SOIL MECHANICS); info:eu-repo/classification/ddc/620; Engineering & allied operations

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Bjerrum, L. (1954). Theoretical and experimental investigations on the shear strength of soils. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/131983

Chicago Manual of Style (16th Edition):

Bjerrum, Laurits. “Theoretical and experimental investigations on the shear strength of soils.” 1954. Doctoral Dissertation, ETH Zürich. Accessed July 23, 2019. http://hdl.handle.net/20.500.11850/131983.

MLA Handbook (7th Edition):

Bjerrum, Laurits. “Theoretical and experimental investigations on the shear strength of soils.” 1954. Web. 23 Jul 2019.

Vancouver:

Bjerrum L. Theoretical and experimental investigations on the shear strength of soils. [Internet] [Doctoral dissertation]. ETH Zürich; 1954. [cited 2019 Jul 23]. Available from: http://hdl.handle.net/20.500.11850/131983.

Council of Science Editors:

Bjerrum L. Theoretical and experimental investigations on the shear strength of soils. [Doctoral Dissertation]. ETH Zürich; 1954. Available from: http://hdl.handle.net/20.500.11850/131983


ETH Zürich

8. Fellenberg, Jost Eduard von. Untersuchungen über die Elektrodialyse von Tonen und synthetischen Kationen-Austauschern.

Degree: 1952, ETH Zürich

Subjects/Keywords: PHYSIKALISCH-CHEMISCHE BODENEIGENSCHAFTEN (BODENMECHANIK); TONBÖDEN + SCHLAMMBÖDEN + SILTBÖDEN (BODENMECHANIK); PHYSICO-CHEMICAL SOIL PROPERTIES (SOIL MECHANICS); SOILS/CLAY, MUD, SILT (SOIL MECHANICS); info:eu-repo/classification/ddc/620; Engineering & allied operations

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Fellenberg, J. E. v. (1952). Untersuchungen über die Elektrodialyse von Tonen und synthetischen Kationen-Austauschern. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/134496

Chicago Manual of Style (16th Edition):

Fellenberg, Jost Eduard von. “Untersuchungen über die Elektrodialyse von Tonen und synthetischen Kationen-Austauschern.” 1952. Doctoral Dissertation, ETH Zürich. Accessed July 23, 2019. http://hdl.handle.net/20.500.11850/134496.

MLA Handbook (7th Edition):

Fellenberg, Jost Eduard von. “Untersuchungen über die Elektrodialyse von Tonen und synthetischen Kationen-Austauschern.” 1952. Web. 23 Jul 2019.

Vancouver:

Fellenberg JEv. Untersuchungen über die Elektrodialyse von Tonen und synthetischen Kationen-Austauschern. [Internet] [Doctoral dissertation]. ETH Zürich; 1952. [cited 2019 Jul 23]. Available from: http://hdl.handle.net/20.500.11850/134496.

Council of Science Editors:

Fellenberg JEv. Untersuchungen über die Elektrodialyse von Tonen und synthetischen Kationen-Austauschern. [Doctoral Dissertation]. ETH Zürich; 1952. Available from: http://hdl.handle.net/20.500.11850/134496


ETH Zürich

9. Gautray, Jean N.F. Influence of smear and compaction zones on the performance of stone columns in lacustrine clay.

Degree: 2014, ETH Zürich

Subjects/Keywords: CENTRIFUGAL TESTING (SOIL MECHANICS); WEICHE BÖDEN (BODENMECHANIK); SANDSÄULEN + STOPFSÄULEN (GRUNDBAU); TONBÖDEN + SCHLAMMBÖDEN + SILTBÖDEN (BODENMECHANIK); SETZUNGSBERECHNUNGEN (BODENMECHANIK); SAND COLUMNS + STONE COLUMNS (FOUNDATION ENGINEERING); SETTLEMENT ANALYSIS + SETTLEMENT PREDICTION (SOIL MECHANICS); SOILS/CLAY, MUD, SILT (SOIL MECHANICS); SOFT SOILS (SOIL MECHANICS); ZENTRIFUGENVERSUCHE (BODENMECHANIK); info:eu-repo/classification/ddc/620; Engineering & allied operations

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Gautray, J. N. F. (2014). Influence of smear and compaction zones on the performance of stone columns in lacustrine clay. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/94270

Chicago Manual of Style (16th Edition):

Gautray, Jean N F. “Influence of smear and compaction zones on the performance of stone columns in lacustrine clay.” 2014. Doctoral Dissertation, ETH Zürich. Accessed July 23, 2019. http://hdl.handle.net/20.500.11850/94270.

MLA Handbook (7th Edition):

Gautray, Jean N F. “Influence of smear and compaction zones on the performance of stone columns in lacustrine clay.” 2014. Web. 23 Jul 2019.

Vancouver:

Gautray JNF. Influence of smear and compaction zones on the performance of stone columns in lacustrine clay. [Internet] [Doctoral dissertation]. ETH Zürich; 2014. [cited 2019 Jul 23]. Available from: http://hdl.handle.net/20.500.11850/94270.

Council of Science Editors:

Gautray JNF. Influence of smear and compaction zones on the performance of stone columns in lacustrine clay. [Doctoral Dissertation]. ETH Zürich; 2014. Available from: http://hdl.handle.net/20.500.11850/94270


ETH Zürich

10. Messerklinger, Sophie. Non-linearity and small strain behaviour in lacustrine clay.

Degree: 2006, ETH Zürich

Subjects/Keywords: SCHERPARAMETER (BODENMECHANIK); ANALYSIS IN SOIL MECHANICS (CIVIL ENGINEERING); LABORATORY TESTS, MODEL TESTS (SOIL MECHANICS); TONBÖDEN + SCHLAMMBÖDEN + SILTBÖDEN (BODENMECHANIK); LABORVERSUCHE, MODELLVERSUCHE (BODENMECHANIK); SHEAR PARAMETERS (SOIL MECHANICS); BODENVERFORMUNGEN + BODENBEWEGUNGEN (BODENMECHANIK); GROUND DEFORMATIONS + GROUND MOVEMENTS (SOIL MECHANICS); SOILS/CLAY, MUD, SILT (SOIL MECHANICS); BODENMECHANISCHE BERECHNUNG (BAUINGENIEURWESEN); info:eu-repo/classification/ddc/620; Engineering & allied operations

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Messerklinger, S. (2006). Non-linearity and small strain behaviour in lacustrine clay. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/1648

Chicago Manual of Style (16th Edition):

Messerklinger, Sophie. “Non-linearity and small strain behaviour in lacustrine clay.” 2006. Doctoral Dissertation, ETH Zürich. Accessed July 23, 2019. http://hdl.handle.net/20.500.11850/1648.

MLA Handbook (7th Edition):

Messerklinger, Sophie. “Non-linearity and small strain behaviour in lacustrine clay.” 2006. Web. 23 Jul 2019.

Vancouver:

Messerklinger S. Non-linearity and small strain behaviour in lacustrine clay. [Internet] [Doctoral dissertation]. ETH Zürich; 2006. [cited 2019 Jul 23]. Available from: http://hdl.handle.net/20.500.11850/1648.

Council of Science Editors:

Messerklinger S. Non-linearity and small strain behaviour in lacustrine clay. [Doctoral Dissertation]. ETH Zürich; 2006. Available from: http://hdl.handle.net/20.500.11850/1648


ETH Zürich

11. Minder, Pascal. Applications of Chemical Modification of Smectite Clays in Geotechnical Problems.

Degree: 2016, ETH Zürich

Subjects/Keywords: SMECTITE (MINERALOGY); GROUND IMPROVEMENT (EARTHWORK CONSTRUCTION); ANALYSIS IN SOIL MECHANICS (CIVIL ENGINEERING); WASSERDURCHLÄSSIGKEIT + LUFTDURCHLÄSSIGKEIT (BODENMECHANIK); BODENVERBESSERUNG (ERDBAU); LABORATORY TESTS, MODEL TESTS (SOIL MECHANICS); TONBÖDEN + SCHLAMMBÖDEN + SILTBÖDEN (BODENMECHANIK); LABORVERSUCHE, MODELLVERSUCHE (BODENMECHANIK); SMECTIT (MINERALOGIE); SOILS/CLAY, MUD, SILT (SOIL MECHANICS); HYDRAULIC PERMEABILITY + AIR PERMEABILITY (SOIL MECHANICS); BODENMECHANISCHE BERECHNUNG (BAUINGENIEURWESEN); info:eu-repo/classification/ddc/620; info:eu-repo/classification/ddc/550; info:eu-repo/classification/ddc/550; Engineering & allied operations; Earth sciences; Earth sciences

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Minder, P. (2016). Applications of Chemical Modification of Smectite Clays in Geotechnical Problems. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/119944

Chicago Manual of Style (16th Edition):

Minder, Pascal. “Applications of Chemical Modification of Smectite Clays in Geotechnical Problems.” 2016. Doctoral Dissertation, ETH Zürich. Accessed July 23, 2019. http://hdl.handle.net/20.500.11850/119944.

MLA Handbook (7th Edition):

Minder, Pascal. “Applications of Chemical Modification of Smectite Clays in Geotechnical Problems.” 2016. Web. 23 Jul 2019.

Vancouver:

Minder P. Applications of Chemical Modification of Smectite Clays in Geotechnical Problems. [Internet] [Doctoral dissertation]. ETH Zürich; 2016. [cited 2019 Jul 23]. Available from: http://hdl.handle.net/20.500.11850/119944.

Council of Science Editors:

Minder P. Applications of Chemical Modification of Smectite Clays in Geotechnical Problems. [Doctoral Dissertation]. ETH Zürich; 2016. Available from: http://hdl.handle.net/20.500.11850/119944


ETH Zürich

12. Pooley, Emma J. Centrifuge modelling of ground improvement for double porosity clay.

Degree: 2013, ETH Zürich

Subjects/Keywords: MOST, STADT UND BEZIRK (TSCHECHISCHE REPUBLIK); CENTRIFUGAL TESTING (SOIL MECHANICS); DUMPS + DUMPING + WASTE DUMPS (MINING); BODENEIGENSCHAFTEN (BODENMECHANIK); BODENVERBESSERUNG (ERDBAU); SOIL PROPERTIES (SOIL MECHANICS); LABORATORY TESTS, MODEL TESTS (SOIL MECHANICS); LABORVERSUCHE, MODELLVERSUCHE (BODENMECHANIK); SOIL TEXTURE + GRAIN SKELETON (SOIL MECHANICS); CLAY (PETROGRAPHY); SOILS/CLAY, MUD, SILT (SOIL MECHANICS); MOST, CITY AND DISTRICT (CZECH REPUBLIC); POROSITY, POROUS ENVIRONMENT (SEDIMENTARY ENVIRONMENT); GROUND IMPROVEMENT (EARTHWORK CONSTRUCTION); ABRAUMHALDEN (BERGBAU); ANALYSIS IN SOIL MECHANICS (CIVIL ENGINEERING); BODENGEFÜGE + KORNGERÜST (BODENMECHANIK); TONBÖDEN + SCHLAMMBÖDEN + SILTBÖDEN (BODENMECHANIK); BODENMECHANISCHE BERECHNUNG (BAUINGENIEURWESEN); ZENTRIFUGENVERSUCHE (BODENMECHANIK); TON (PETROGRAPHIE); POROSITÄT, PORÖSES MILIEU (ABLAGERUNGSMILIEU); info:eu-repo/classification/ddc/620; info:eu-repo/classification/ddc/560; info:eu-repo/classification/ddc/550; Engineering & allied operations; Paleontology, paleozoology; Earth sciences

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Pooley, E. J. (2013). Centrifuge modelling of ground improvement for double porosity clay. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/80752

Chicago Manual of Style (16th Edition):

Pooley, Emma J. “Centrifuge modelling of ground improvement for double porosity clay.” 2013. Doctoral Dissertation, ETH Zürich. Accessed July 23, 2019. http://hdl.handle.net/20.500.11850/80752.

MLA Handbook (7th Edition):

Pooley, Emma J. “Centrifuge modelling of ground improvement for double porosity clay.” 2013. Web. 23 Jul 2019.

Vancouver:

Pooley EJ. Centrifuge modelling of ground improvement for double porosity clay. [Internet] [Doctoral dissertation]. ETH Zürich; 2013. [cited 2019 Jul 23]. Available from: http://hdl.handle.net/20.500.11850/80752.

Council of Science Editors:

Pooley EJ. Centrifuge modelling of ground improvement for double porosity clay. [Doctoral Dissertation]. ETH Zürich; 2013. Available from: http://hdl.handle.net/20.500.11850/80752

.