Based on the modified simple direct shear device which can directly measure the interface
pore pressure and interface shear displacement, a series of interface shear tests and …

Despite several parameters having been identified as having an impact on the undrained
monotonic response of granular soils, the impact of the overconsolidation ratio (OCR) is still …

The interface resistance during installation is crucial for the stability and safety of suction
caisson in offshore geotechnical engineering, which is strongly affected by the penetration …

Due to the limited land resources in major cities, reclamation becomes an optimal option to
solve this issue, unsaturated soil is often involved in these projects, and the hydro …

The over consolidated clay is widely distributed in the seabed. Monotonic simple shear tests
on K 0 consolidated clays with an over consolidation ratio (OCR) of 1∼ 14 were conducted …

In this research, creep behavior during shearing (deviatoric creep) was studied through a
series of constant water content triaxial tests for unsaturated soil under different stress …

This study investigates the geotechnical properties of soft Pak Phanang marine clay,
prevalent in Nakhon Si Thammarat province, Thailand, where rapid economic development …

The performance of passive battered piles resisting the embankment-induced lateral soil
movements may differ from that of the active battered pile and axially loaded existing vertical …

Underwater construction has gone to greater depths below the sea level for the extraction of
resources such as oil and minerals. During different construction stages of deep-sea …

This paper conducts triaxial undrained tests on flocculated and dispersed kaolin samples at
strain rate range 0.005–1%/min to investigate the effects of structure and strain rate on shear …