Results 241 to 250 of about 57,676 (303)

Sensitivity analysis of VG model parameters for infiltration in undisturbed loess under ponding conditions using the HYDRUS-1D model. [PDF]

Sci Rep
Wang X, Huang Z, Qin H, Dai F.
europepmc   +1 more source

Strength Enhancement of Clay Through Lime-Sand Stabilization at Various Remolding Water Contents. [PDF]

Materials (Basel)
Qi S, Liu J, Ma W, Wang J.
europepmc   +1 more source

Experimental and numerical modelling of desiccation shrinkage process of kaolin clays. [PDF]

Sci Rep
Cheng W, Bian H, Shi H, Xun F.
europepmc   +1 more source

Failure mechanism of a loess slope under extreme rainfall through a model test study of Shixiakou, Lanzhou. [PDF]

Sci Rep
Li Y, Xin Y, Tong M, Zhu Q, Hou Y, Ding G, Liu J, Liu P.   +7 more
europepmc   +1 more source

Growth mechanism of segregated ice and its influence on frost heave characteristics during horizontal freezing. [PDF]

Sci Rep
Tang T, Xu H, Shen Y, Liu X, Zhu D, Guo J.   +5 more
europepmc   +1 more source

Numerical analysis of the effect of vegetation root reinforcement on the rainfall-induced instability of loess slopes. [PDF]

Sci Rep
Kong K, Deng Z, Chen F, Wang Z, Chen Y.
europepmc   +1 more source

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Suction Caissons in Intermediate Soils

9th International SUT Offshore Site Investigation Geotechnics Conference Proceedings “Innovative Geotechnologies for Energy Transition”, 2023
Suction caisson supported jackets have been used on several recent offshore wind farm projects in Europe including Aberdeen Bay, Borkum Riffgrund 2 and Seagreen. Suction caissons are particularly sensitive to soil conditions, including 'intermediate' soils such as partially drained sands, silts, and heavily interbedded sands and clays.
A Torre, E Tataki, C Ortolani, J Irvine, F McCall, A Fudge, D Hinxman   +6 more
openaire   +1 more source

Relationships between leaf and root area indices and soil suction induced during drying–wetting cycles [PDF]

Ecological Engineering, 2016
The stability and serviceability of geotechnical infrastructure may be affected by plant-induced soil suction during drying-wetting cycles, because an increase in suction would reduce hydraulic conductivity and also increase shear strength.
Ankit Garg
exaly   +5 more sources

Soil suction monitoring for landslides and slopes

Quarterly Journal of Engineering Geology and Hydrogeology, 2011
Rainfall is the most frequent triggering factor for landslides and the development of early warning systems has to take account of this. It is suggested that direct measurement of pore pressure gives the most reliable prediction of failure of a slope.
Toll, D.G., Lourenço, S.D.N., Mendes, J., Gallipoli, Domenico, Evans, F.D., Augarde, C.E., Cui, Yu-Jun, Tang, Anh Minh, Rojas, J.C., Pagano, L., Mancuso, C., Zingariello, C., Tarantino, A.   +12 more
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Measurement of Suction Stress and Soil Deformation at High Suction Range

Geotechnical Testing Journal, 2020
Abstract Suction stress is the effective stress independent of mechanical boundary conditions but is due to water content variation. It occurs on or near particle contacts and does not directly transfer through the soil skeleton and hence can only be and has been measured indirectly and deduced from soil’s strength or deformation.
Yi Dong, Ning Lu
openaire   +1 more source