Arul Arulrajah

TL;DR: In this article, a hydraulic consolidation cell at the moisture contents of 150 and 168% was used for step loading compression measurements of ultra-soft soil, obtained from marine environment, and three different drainage conditions were tested: radial outward, inward, and both inward and outward drainages.

TL;DR: In this paper, a bearing reinforcement earth (BRE) wall with a residual clay stone backfill was successfully implemented as an alternative truck ramp support for an on-site crusher plant in the Mae Moh mine, Thailand.

TL;DR: In this article, the pullout resistances of different geogrids embedded in uniform dense sand beds were presented, based on extensive axial pullout testing on five different geoglrids of varying tensile strengths and aperture sizes under three different normal stresses.

TL;DR: In this paper, a numerical model has been developed to simulate the macro and micro-mechanical properties of lightly cement stabilized recycled concrete aggregates (RCA) under unconfined compression and k0 loading-unloading condition.

TL;DR: In this article, the compressibility characteristics of ultra-soft soil present in a slurry pond, which is composed of the sedimentation and consolidation phases, were investigated and the intrinsic state line for high sedimentation soil was proposed for examining the stress state and predicting the consolidation curve of the ultra soft soil.