-
1
-
-
13444309360
-
Effect of lime, cement and sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman
-
Al-Rawas AA, Hago AW, Al-Sarmi H (2005). Effect of lime, cement and sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman. Building and Environment 40(5): 681-687.
-
(2005)
Building and Environment
, vol.40
, Issue.5
, pp. 681-687
-
-
Al-Rawas, A.A.1
Hago, A.W.2
Al-Sarmi, H.3
-
2
-
-
0022661087
-
Microstructural development in cured soil-lime composites
-
Arabi M and Wild S (1986). Microstructural development in cured soil-lime composites. Journal of Material Science 21: 497-503.
-
(1986)
Journal of Material Science
, vol.21
, pp. 497-503
-
-
Arabi, M.1
Wild, S.2
-
3
-
-
0030184137
-
Lime stabilization of clay minerals and soils
-
Bell FG (1996). Lime stabilization of clay minerals and soils. Engineering Geology 42(4): 223-237.
-
(1996)
Engineering Geology
, vol.42
, Issue.4
, pp. 223-237
-
-
Bell, F.G.1
-
4
-
-
0035436196
-
Development of stabilisation and solidification in lime-clay mixes
-
Boardman DI, Glendinning S, Rogers CD (2001). Development of stabilisation and solidification in lime-clay mixes. Géotechnique 50(6): 533-543.
-
(2001)
Géotechnique
, vol.50
, Issue.6
, pp. 533-543
-
-
Boardman, D.I.1
Glendinning, S.2
Rogers, C.D.3
-
5
-
-
0025645141
-
On the compressibility and shear strength of natural soils
-
Burland JB (1990). On the compressibility and shear strength of natural soils. Géotechnique 40(3): 329-378.
-
(1990)
Géotechnique
, vol.40
, Issue.3
, pp. 329-378
-
-
Burland, J.B.1
-
6
-
-
22044453480
-
The structures of soils stabilized with cementitious agents
-
Croft JB (1968). The structures of soils stabilized with cementitious agents. Engineering Geology 2(2): 63-80.
-
(1968)
Engineering Geology
, vol.2
, Issue.2
, pp. 63-80
-
-
Croft, J.B.1
-
7
-
-
0000651720
-
Conceptual bases for a constitutive model for bonded soils and weak rocks
-
In, (Anagnostopoulos et al. (ed.). Balkema, Rotterdam, the Netherlands
-
Gens A and Nova R (1993). Conceptual bases for a constitutive model for bonded soils and weak rocks. In Proceedings of Geotechnical Engineering of Hard Soils-Soft Rocks (Anagnostopoulos et al. (ed.). Balkema, Rotterdam, the Netherlands, vol. 1, pp. 485-494.
-
(1993)
Proceedings of Geotechnical Engineering of Hard Soils-Soft Rocks
, vol.1
, pp. 485-494
-
-
Gens, A.1
Nova, R.2
-
9
-
-
1642446973
-
Compressibility of cement admixed clays at high water content
-
Horpibulsuk S, Bergado DT and Lorenzo GA (2004). Compressibility of cement admixed clays at high water content. Géotechnique 54(2): 151-154.
-
(2004)
Géotechnique
, vol.54
, Issue.2
, pp. 151-154
-
-
Horpibulsuk, S.1
Bergado, D.T.2
Lorenzo, G.A.3
-
10
-
-
70649097381
-
Behaviour of cemented clay simulated via the theoretical framework of structured Cam Clay model
-
Horpibulsuk S, Liu MD, Liyanapathirana DS and Suebsuk J (2010). Behaviour of cemented clay simulated via the theoretical framework of structured Cam Clay model. Computers and Geotechnics 37(1-2): 1-9.
-
(2010)
Computers and Geotechnics
, vol.37
, Issue.1-2
, pp. 1-9
-
-
Horpibulsuk, S.1
Liu, M.D.2
Liyanapathirana, D.S.3
Suebsuk, J.4
-
12
-
-
0037642940
-
Ground improvement techniques
-
Kamon M and Bergado DT (1991). Ground improvement techniques. Proceedings of the 9th Asian Regional Conference of Soil Mechanics and Foundation Engineering, Bangkok, Thailand, 2, 526-546.
-
(1991)
Proceedings of the 9th Asian Regional Conference of Soil Mechanics and Foundation Engineering, Bangkok, Thailand
, vol.2
, pp. 526-546
-
-
Kamon, M.1
Bergado, D.T.2
-
13
-
-
79960877689
-
Lime stabilised Malaysian clay soils
-
Kassim KA and Chern KK (2004). Lime stabilised Malaysian clay soils. Jurnal Kejuruteraam Awam 16(1): 13-23.
-
(2004)
Jurnal Kejuruteraam Awam
, vol.16
, Issue.1
, pp. 13-23
-
-
Kassim, K.A.1
Chern, K.K.2
-
14
-
-
0034111811
-
A constitutive model for structured soils
-
Kavvadas M and Amorosi A (2000). A constitutive model for structured soils. Géotechnique 50(3): 263-273.
-
(2000)
Géotechnique
, vol.50
, Issue.3
, pp. 263-273
-
-
Kavvadas, M.1
Amorosi, A.2
-
16
-
-
84876337265
-
Engineering properties of cacium carbide residue stabilized silty clay
-
Kumpala A and Horpibulsuk S (2012). Engineering properties of cacium carbide residue stabilized silty clay. Journal of Materials in Civil Engineering, ASCE, http://dx.doi.org/10.1061/(ASCE)MT.1943-5533.0000618.
-
(2012)
Journal of Materials in Civil Engineering, ASCE
-
-
Kumpala, A.1
Horpibulsuk, S.2
-
17
-
-
0025676842
-
The general and congruent effects of structure in natural soils and weak rocks
-
Leroueil S and Vaughan PR (1990). The general and congruent effects of structure in natural soils and weak rocks. Géotechnique 40(3): 467-488.
-
(1990)
Géotechnique
, vol.40
, Issue.3
, pp. 467-488
-
-
Leroueil, S.1
Vaughan, P.R.2
-
18
-
-
0033081592
-
Virgin compression of structured soils
-
Liu MD and Carter JP (1999). Virgin compression of structured soils. Géotechnique 49(1): 43-57.
-
(1999)
Géotechnique
, vol.49
, Issue.1
, pp. 43-57
-
-
Liu, M.D.1
Carter, J.P.2
-
22
-
-
20444461731
-
Modelling the compression behaviour of geo-materials
-
Liu MD, Carter JP and CS Desai (2003). Modelling the compression behaviour of geo-materials. International Journal of Geomechanics, ASCE 3(3/4): 191-204.
-
(2003)
International Journal of Geomechanics, ASCE
, vol.3
, Issue.3-4
, pp. 191-204
-
-
-
24
-
-
0030209407
-
Mechanical and hydraulic behaviour of a soft inorganic clay treated with lime
-
Locat J, Tremblay H and Leroueil S (1996). Mechanical and hydraulic behaviour of a soft inorganic clay treated with lime. Canadian Geotechnical Journal 33(3): 654-669.
-
(1996)
Canadian Geotechnical Journal
, vol.33
, Issue.3
, pp. 654-669
-
-
Locat, J.1
Tremblay, H.2
Leroueil, S.3
-
25
-
-
0141926867
-
-
Bulletin 231, Washington, DC, USA
-
McDowell C (1959). Stabilization of Soils with Lime, Lime-flyash and Other Lime Reactive Materials. Highway Research Board Bulletin 231, Washington, DC, USA, pp. 60-66.
-
(1959)
Stabilization of Soils with Lime, Lime-flyash and Other Lime Reactive Materials. Highway Research Board
, pp. 60-66
-
-
McDowell, C.1
-
27
-
-
0030418363
-
Reaction products formed in lime-stabilized marine clays
-
Rao NS and Rajasekaran G (1996). Reaction products formed in lime-stabilized marine clays. Journal of Geotechnical Engineering 122(5): 329-336.
-
(1996)
Journal of Geotechnical Engineering
, vol.122
, Issue.5
, pp. 329-336
-
-
Rao, N.S.1
Rajasekaran, G.2
-
30
-
-
78349303788
-
Modified structured Cam Clay model: A constitutive model for destructured, naturally structured and artificially structured state clays
-
Suebsuk J, Horpibulsuk S and Liu MD (2010). Modified structured Cam Clay model: a constitutive model for destructured, naturally structured and artificially structured state clays. Computers and Geotechnics 37(7-8): 956-968.
-
(2010)
Computers and Geotechnics
, vol.37
, Issue.7-8
, pp. 956-968
-
-
Suebsuk, J.1
Horpibulsuk, S.2
Liu, M.D.3
-
31
-
-
79958070699
-
A critical state model for overconsolidated structured clays
-
Suebsuk J, Horpibulsuk S and Liu MD (2011). A critical state model for overconsolidated structured clays. Computers and Geotechnics 38(5): 648-658.
-
(2011)
Computers and Geotechnics
, vol.38
, Issue.5
, pp. 648-658
-
-
Suebsuk, J.1
Horpibulsuk, S.2
Liu, M.D.3
|