Add to ORKGThis thesis presents an experimental study on the instability behaviour of granular soil and its implications in the interpretation of the failure mechanisms of gentle granular soil slopes. A granular fill retrieved from a reclamation site in Singapore was used in the experiments. The study was carried out by conducting specialised triaxial tests on very loose to dense specimens prepared using either the water sedimentation (WS) or the moist tamping (MT) method.Master of Engineering (CEE
A laboratory investigation is presented for undisturbed samples of a silty sand under saturated cond...
A study has been conducted to determine the mechanism of internal soil erosion resistance to soil sl...
A laboratory investigation is presented for undisturbed samples of a silty sand under saturated cond...
This thesis presents an experimental study on the instability behaviour of granular soil and its imp...
This paper outlines an experimental investigation into seepage-induced failures in soils subjected t...
Slope failure is a complex process which depends on several factors concerning nature and properties...
This paper outlines an experimental investigation into seepage-induced failures in soils subjected t...
A review of some field records showed that a two-wedge mechanism formed when failure occurred in a s...
A laboratory investigation is presented for undisturbed samples of a silty sand under saturated cond...
A laboratory investigation is presented for undisturbed samples of a silty sand under saturated cond...
A laboratory investigation is presented for undisturbed samples of a silty sand under saturated cond...
This report presents an experimental study on the instability behaviour of a granular fill material ...
A laboratory investigation is presented for undisturbed samples of a silty sand under saturated cond...
This report presents an experimental study on the instability behaviour of a granular fill material ...
A laboratory investigation is presented for undisturbed samples of a silty sand under saturated cond...
A laboratory investigation is presented for undisturbed samples of a silty sand under saturated cond...
A study has been conducted to determine the mechanism of internal soil erosion resistance to soil sl...
A laboratory investigation is presented for undisturbed samples of a silty sand under saturated cond...
This thesis presents an experimental study on the instability behaviour of granular soil and its imp...
This paper outlines an experimental investigation into seepage-induced failures in soils subjected t...
Slope failure is a complex process which depends on several factors concerning nature and properties...
This paper outlines an experimental investigation into seepage-induced failures in soils subjected t...
A review of some field records showed that a two-wedge mechanism formed when failure occurred in a s...
A laboratory investigation is presented for undisturbed samples of a silty sand under saturated cond...
A laboratory investigation is presented for undisturbed samples of a silty sand under saturated cond...
A laboratory investigation is presented for undisturbed samples of a silty sand under saturated cond...
This report presents an experimental study on the instability behaviour of a granular fill material ...
A laboratory investigation is presented for undisturbed samples of a silty sand under saturated cond...
This report presents an experimental study on the instability behaviour of a granular fill material ...
A laboratory investigation is presented for undisturbed samples of a silty sand under saturated cond...
A laboratory investigation is presented for undisturbed samples of a silty sand under saturated cond...
A study has been conducted to determine the mechanism of internal soil erosion resistance to soil sl...
A laboratory investigation is presented for undisturbed samples of a silty sand under saturated cond...