. . . . . "Singapore" . "soil degradation; critical gradients; groundwater flow; piping erosion; particle loss"@en . "2"^^ . "[459C04FF98B4]" . "Sandy Soils Influenced by Groundwater Flow" . "21110" . "2"^^ . . "Sandy Soils Influenced by Groundwater Flow" . . . . "978-981-08-0415-2" . "2008-12-10+01:00"^^ . "Proceedings of GEO - CHIANGMAI 2008: An international Conference on Geotechnical Engineering" . "The paper presents the description of behaviour of sandy soils subjected to relatively high hydraulic gradients based on experimental results. The influences of all major process, such as piping, suction elimination or preferential ways creations were tested. It describes the requirements on the new constitutive equation necessary for the description of the soils behaviour under certain conditions. The conclusions challenge some of the traditional points of view on the problems of soil degradation. All specimens have been obtained from the area of lately destructed buildings (due to problems with subsoil) or very close to it."@en . "Brou\u010Dek, Miroslav" . . . "Sandy Soils Influenced by Groundwater Flow"@en . . . "RIV/68407700:21110/08:00155277!RIV10-MSM-21110___" . "P(GA103/08/1617), Z(MSM6840770001)" . "RIV/68407700:21110/08:00155277" . . "6"^^ . "CI-PREMIERE PTE LTD" . "Chiangmai" . "Kukl\u00EDk, Pavel" . . "393767" . . . . "Sandy Soils Influenced by Groundwater Flow"@en . . "The paper presents the description of behaviour of sandy soils subjected to relatively high hydraulic gradients based on experimental results. The influences of all major process, such as piping, suction elimination or preferential ways creations were tested. It describes the requirements on the new constitutive equation necessary for the description of the soils behaviour under certain conditions. The conclusions challenge some of the traditional points of view on the problems of soil degradation. All specimens have been obtained from the area of lately destructed buildings (due to problems with subsoil) or very close to it." . . .