The paper focuses on the analysis of the values of the static modulus of deformation
obtained by the application of the test procedure specified in the methodology for the …

The ultimate bearing capacity of a foundation can be determined from the load–settlement
response obtained from plate load tests. For clayey soil it is known that the ultimate bearing …

The crushing of sand particles under high stress leads to decrease the shear resistance of
the soil. Previously, some theoretical procedures were presented for the quantitative …

This paper presents the experimental study of Soil-Cement Pile (SCpile) by wet mixing
method in sandy soils, with the typical project at An Trung Complex apartment, Da Nang city …

The use of micropiles is increasing at a high rate because of its properties like high bearing
capacity, low settlement, and easy usage, especially in the case of medium to low raise …

There is an inadequate attempt to make a decision on the accuracy and reliability of the
effectively usable dosage rates of sewage sludge ash (SSA) for replacement and …

One of the major factors creating advance prospects in the aerial imaging classification
solutions market is the recently published drone policies by Government of India and …

Reinforcing the soft clay with stone columns is one of the most accepted techniques for
improving the ground. Use of stone columns increases the bearing capacity and reduces the …

Due to the incapability nature of sustaining high loads in soft soil, micropiles are seeking the
attention of various researchers, geotechnical engineers, practitioners, and builders. It is …

Due to complexities in soil–foundation interaction and nonlinear behavior of subsoil,
considerable uncertainty is involved in the foundation settlement evaluation. In the present …