Strength Regain of Clay Slurry using Additives [PDF]
This report provides a comprehensive account of the data and observations gained from the research work carried out at the Department of Civil Engineering, Glasgow University on this 4-month contract funded by Technip UK Ltd from December 1st, 2009 to ...
Davies, Trevor, Kamchoom, Viroon
core
Calibration of Cone Factor in Cone Penetration Test for Evaluating the Undrained Shear Strength of Silty Clay. [PDF]
Wu C, Song Y, Dai J, Li L, Gu X.
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Selection criteria for foaming agent and mechanical performance evaluation of conditioned soil for EPB shield tunneling in water-rich sand strata. [PDF]
Zhou Y +5 more
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Development of experimental concepts for investigating the strength behavior of fine-grained cohesive soil in the Spacelab/space shuttle zero-g environment [PDF]
Three different sets of tests are proposed for the NASA Spacelab experimental program. The first of tests, designed to measure the true cohesion of several different soils, would be carried out in space through use of a specially prepared direct shear ...
Bonaparte, R., Mitchell, J. K.
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Analyzing the shear strength of Kaolin clay stabilized with polypropylene columns. [PDF]
Hoque MI +3 more
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An experimental exploration on the creep behaviour of fine-grained soils containing diatoms microfossils and insight into microstructure evolution. [PDF]
Zhang Y, Lin H, Li J, Chen K, Liu J.
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Discussion: How Eurocode 7 has affected geotechnical design: a review [PDF]
BSI +10 more
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Earthquake dynamics sustained by seismic CO<sub>2</sub>. [PDF]
Curzi M +8 more
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UNDRAINED SHEAR STRENGTH OF CEMENT-TREATED SOILS
In order to evaluate the effects of cementation on the mechanical properties of cement-treated soil, a series of isotropic consolidation and undrained triaxial compression shear tests were performed for cement-treated specimens of Ariake clay, Akita sand, Rokko Masado and Toyoura sand.
openaire
Effects of gravel columns on static and dynamic properties of sand: a laboratory investigation. [PDF]
Yang G, Gao J, Zhang Y, Feng Q.
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