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Kalore, SA and Sivakumar Babu, GL (2022) Void States Perspective for Critical Hydraulic Gradient of Internally Unstable Noncohesive Soils. In: Geotechnique . pp. 1-52.

Rao, SM and Rekapalli, M (2020) Soil water content-water activity relations of structured kaolinitic specimens from GAB equation. In: Geotechnique, 70 (10). pp. 863-866.

Basha, Munwar B and Sivakumar Babu, GL (2012) Target reliability-based optimisation for internal seismic stability of reinforced soil structures. In: Geotechnique, 62 (1). pp. 55-68.

Kumar, J and Madhusudhan, BN (2012) Dynamic properties of sand from dry to fully saturated states. In: Geotechnique, 62 (1). pp. 45-54.

Kumar, J and Madhusudhan, BN (2010) Effect of relative density and confining pressure on Poisson ratio from bender and extender elements tests. In: Geotechnique, 60 (7). pp. 561-567.

Sitharam, TG and Vinod, JS and Ravishankar, BV (2009) Post-liquefaction undrained monotonic behaviour of sands: experiments and DEM simulations. In: Geotechnique, 59 (9). pp. 739-749.

Haldar, S and Babu, Sivakumar GL (2009) Design of laterally loaded piles in clays based on cone penetration test data: a reliability-based approach. In: Geotechnique, 59 (7). pp. 593-607.

Kumar, J and Kouzer, KM (2008) Vertical uplift capacity of a group of shallow horizontal anchors in sand. In: Geotechnique, 58 (10). pp. 821-823.

Kumar, J and Ghosh, P (2006) Seismic bearing capacity for embedded footings on sloping ground. In: Geotechnique, 56 (2). pp. 133-140.

Rao, SM and Thyagaraj, T and Thomas, HR (2006) Swelling of compacted clay under osmotic gradients. In: Geotechnique, 56 (10). pp. 707-713.

Sivakumar, V and Wheeler, SJ (2003) Influence of compaction procedure on the mechanical behaviour of an unsaturated compacted clay, Parts 1 and 2. In: Geotechnique, 53 (9). pp. 842-843.

Horpibulsuk, S and Miura, N and Nagaraj, TS (2003) Assessment of strength development in cement-admixed high water content clays with Abrams' law as a basis. In: Geotechnique, 53 (4). pp. 439-444.

Kumar, J and Rao, Mohan VBK (2003) Seismic bearing capacity of foundations on slopes. In: Geotechnique, 53 (3). pp. 347-361.

KUMAR, J and KUMAR, N (2003) Seismic bearing capacity of rough footings on slopes using limit equilibrium. In: Geotechnique, 53 (3). pp. 363-369.

Gurtug, Y and Sridharan, A (2002) Prediction of compaction characteristics of fine-grained soils. In: Geotechnique, 52 (10). pp. 761-763.

Prakash, K and Sridharan, A (2002) Determination of liquid limit from equilibrium sediment volume. In: Geotechnique, 52 (9). 693-696 .

Sridharan, A and Choudhury, D (2002) Swelling pressure of sodium montmorillonites. In: Geotechnique, 52 (6). pp. 459-462.

Rao, SM and Revanasiddappa, K (2002) Collapse behaviour of a residual soil. In: Geotechnique, 52 (4). pp. 259-268.

Vatsala, A and Murthy, BRS (2002) Suction in compacted states. In: Geotechnique, 52 (4). pp. 279-283.

Wang, YZ (2002) Distribution of earth pressure on a retaining wall. In: Geotechnique, 52 (3). p. 231.

Kumar, J and Rao, Mohan VBK (2002) Seismic bearing capacity factors for spread foundations. In: Geotechnique, 52 (2). pp. 79-88.

Li, Xs and Dafalias, YF (2001) Dilatancy for cohesionless soils - Discussion. In: Geotechnique, 51 (8). pp. 729-730.

Kenny, MJ and Andrawes, KZ (1999) The bearing capacity of footings on a sand layer overlying soft clay. In: Geotechnique, 49 (4). pp. 553-555.

Nagaraj, TS and Miura, N and Yamadera, A and Petley, DN and Olivares, L and Picarelli, L (1999) A laboratory study of the strength of four stiff clays. In: Geotechnique, 49 (2). pp. 273-283.

Robinson, RG (1999) Consolidation analysis with pore water pressure measurements. In: Geotechnique, 49 (1). pp. 127-132.

Sridharan, A and Prakash, K (1998) Characteristic water contents of a fine-grained soil-water system. In: Geotechnique, 48 (3). pp. 337-346.

Nagaraj, TS and Pandian, NS and Raju, PSRN (1998) Compressibility behaviour of soft cemented soils. In: Geotechnique, 48 (2). pp. 281-287.

Robinson, RG (1997) Determination of radial coefficient of consolidation by the inflection point method. In: Geotechnique, 47 (5). pp. 1079-1081.

Anson, RWW and Hawkins, AB and Sridharan, A and Prakash, K and Moore, R and Brunsden, D (1997) Physico-chemical effects on the behaviour of a coastal mudslide - Discussion. In: Geotechnique, 47 (2). pp. 367-373.

Pandian, NS and Nagaraj, TS and Manoj, M (1997) Re-examination of compaction characteristics of fine-grained soils. In: Geotechnique, 47 (2). pp. 363-366.

Robinson, RG (1997) Consolidation analysis by an inflection point method. In: Geotechnique, 47 (1). pp. 199-200.

Kumar, J and Rao, Subba KS (1997) Passive pressure coefficients, critical failure surface and its kinematic admissibility. In: Geotechnique, 47 (1). pp. 185-192.

Nagaraj, TS and Pandian, NS and Raju, Narasimha PSR (1994) Stress-state-permeability relations for overconsolidated clays. In: Geotechnique, 44 (2). pp. 349-352.

BVV, Reddy and KS, Jagadish (1993) The Static Compaction of Soils. In: Geotechnique, 43 (2). pp. 337-341.

Nagaraj, TS and Pandian, NS and Raju, PSRN (1993) Stress State Permeability Relationships For Fine-Grained Soils. In: Geotechnique, 43 (2). pp. 333-336.

Sridharan, A and Abraham, BM and Jose, BT (1991) Improved technique for estimation of preconsolidation pressure. In: Geotechnique, 41 (2). 263 -268.

Pandian, NS and Nagaraj, TS and Babu, GLS (1991) Effects of drying on the engineering behaviour of Cochin marine clays. In: Geotechnique, 41 (1). 143 -147.

Nagaraj, TS and Griffiths, FJ and Joshi, RC and Vatsala, A and Murthy, BRS (1990) Change in Pore-Size Distribution Due to Consolidation of Clays -Discussion. In: Geotechnique, 40 (2). pp. 303-309.

Rao, SM and Sridharan, A and Chandrakaran, S (1989) Influence of drying on the liquid limit behaviour of a marine clay. In: Geotechnique, 39 (4). pp. 715-719.

Sridharan, A and Rao, SM and Murthy, NS (1988) Liquid Limit Of Kaolinitic Soils. In: Geotechnique, 38 (2). pp. 191-198.

Nagaraj, TS and Jayadeva, MS (1981) Re-examination of one-point methods of liquid limit determination. In: Geotechnique, 31 (3). pp. 413-425.

Sridharan, A and Rao, GV (1979) Shear-strength behavior of saturated clays and the role of the effective stress concept. In: Geotechnique, 29 (2). pp. 177-193.