financially supported by the National Natural Science Foundation of China(Grant Nos.41831282 and 51878103);the Fundamental Research Funds for the Central Universities(Grant No.2021CDJQY-042);Chongqing Talents Program(Grant No.cstc2021ycjh-bgzxm0051).
The retaining walls in coral sand sites are inevitably threatened by earthquakes. A series of shaking table tests were carried out to study the seismic stability of gravity retaining walls with coral sand backfill. Pa...
This work was financially supported by CNOOC(Grant No.Z2004SLFJ-TS26)
The results of a study on the key technology of using shell sand, a kind of sea sand, as backfill for sea reclamation are described briefly. Iaboratory tests show that the physical and mechanical properties of shell s...
A numerical model for the self-burial of a pipeline trench is developed. Morphological evolutions of a pipeline trench under steady-current or oscillatory-flow conditions are simulated with/without a pipeline inside t...