-
2
-
-
0019582251
-
Cemented sands under static loading
-
Clough, G.W., Shafii Rad, N., Bachus, R.C. & Sitar, N. 1981. "Cemented Sands Under Static Loading." Journal of the Geotechnical Engineering Division, Proceedings of the American Society of Civil Engineers 107(6): 799-817.
-
(1981)
Journal of the Geotechnical Engineering Division, Proceedings of the American Society of Civil Engineers
, vol.107
, Issue.6
, pp. 799-817
-
-
Clough, G.W.1
Shafii Rad, N.2
Bachus, R.C.3
Sitar, N.4
-
3
-
-
0042857382
-
The application of critical state soil mechanics to the mechanical behaviour of porous sandstones
-
Cuss, R.J., Rutter, E.H. & Holloway, R.F. 2003. "The application of critical state soil mechanics to the mechanical behaviour of porous sandstones." International Journal of Rock Mechanics and Mining Sciences 40(6): 847-862.
-
(2003)
International Journal of Rock Mechanics and Mining Sciences
, vol.40
, Issue.6
, pp. 847-862
-
-
Cuss, R.J.1
Rutter, E.H.2
Holloway, R.F.3
-
4
-
-
33751210906
-
Microbially induced cementation to control sand response to undrained shear
-
DeJong, J.T., Fritzges, M.B. & Nusslein, K. 2006. "Microbially Induced Cementation to Control Sand Response to Undrained Shear." Journal of Geotechnical and Geoenvironmental Engineering 132(11): 1381-1392.
-
(2006)
Journal of Geotechnical and Geoenvironmental Engineering
, vol.132
, Issue.11
, pp. 1381-1392
-
-
Dejong, J.T.1
Fritzges, M.B.2
Nusslein, K.3
-
5
-
-
84859913320
-
Bio-mediated soil improvement
-
In Press, Corrected Proof
-
DeJong, J.T., Mortensen, B.M., Martinez, B.C. & Nelson, D.C. 2009. "Bio-mediated soil improvement." Ecological Engineering In Press, Corrected Proof.
-
(2009)
Ecological Engineering
-
-
Dejong, J.T.1
Mortensen, B.M.2
Martinez, B.C.3
Nelson, D.C.4
-
13
-
-
0036606382
-
Effect of cement type on shear behavior of cemented calcareous soil
-
Ismail, M.A., Joer, H.A., Sim, W.H. & Randolph, M.F. 2002. "Effect of Cement Type on Shear Behavior of Cemented Calcareous Soil." Journal of Geotechnical and Geoenvironmental Engineering 128(6): 520-529.
-
(2002)
Journal of Geotechnical and Geoenvironmental Engineering
, vol.128
, Issue.6
, pp. 520-529
-
-
Ismail, M.A.1
Joer, H.A.2
Sim, W.H.3
Randolph, M.F.4
-
14
-
-
0029750030
-
Diagenesis of calcite cement in Frio Formation sandstones and its relationship to formation water chemistry
-
Lynch, F.L. & Land, L.S. 1996. "Diagenesis of calcite cement in Frio Formation sandstones and its relationship to formation water chemistry." Journal of sedimentary research 66(3): 439-446.
-
(1996)
Journal of Sedimentary Research
, vol.66
, Issue.3
, pp. 439-446
-
-
Lynch, F.L.1
Land, L.S.2
-
16
-
-
62949142136
-
Relationship between unconfined compressive strength and degree of saturation for selected sandstones
-
Shakoor, A. & Barefield, E.H. 2009. "Relationship between Unconfined Compressive Strength and Degree of Saturation for Selected Sandstones." Environmental and Engineering Geoscience 15(1): 29-40.
-
(2009)
Environmental and Engineering Geoscience
, vol.15
, Issue.1
, pp. 29-40
-
-
Shakoor, A.1
Barefield, E.H.2
-
17
-
-
84865198349
-
Scale up of BioGrout: A biological ground reinforcement method
-
5-9 October, Alexandria, Egypt, in press
-
Van Paassen, L.A., Harkes, M.P., Van Zwieten, G.A., Van der Zon, W.H., Van der Star, W.R.L. & Van Loosdrecht, M.C.M. 2009. "Scale up of BioGrout: a biological ground reinforcement method". 17th International Conference on Soil Mechanics & Geotechnical Engineering, 5-9 October, Alexandria, Egypt, in press.
-
(2009)
17th International Conference on Soil Mechanics & Geotechnical Engineering
-
-
Van Paassen, L.A.1
Harkes, M.P.2
Van Zwieten, G.A.3
Van Der Zon, W.H.4
Van Der Star, W.R.L.5
Van Loosdrecht, M.C.M.6
-
18
-
-
34547963877
-
Microbial carbonate precipitation as a soil improvement technique
-
Whiffin, V.S., van Paassen, L.A. & Harkes, M.P. 2007. "Microbial Carbonate Precipitation as a Soil Improvement Technique." Geomicrobiology Journal 24(5): 417-423.
-
(2007)
Geomicrobiology Journal
, vol.24
, Issue.5
, pp. 417-423
-
-
Whiffin, V.S.1
Van Paassen, L.A.2
Harkes, M.P.3
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