Landslides bring destruction to buildings, and nearby located structures mostly occur in rural areas. Such hazard commonly takes place mountainous areas Central Asia. Kazakhstan region has highly vulnerable rainfall-induced landslides South-Eastern parts due presence of many mountains. The purpose the research is demonstrate effect slope geometry on stabilityunder heavy rainfall Almaty, Kazakhs...

Many coal mines are being abandoned for economic and environmental reasons in China. The repurposing of open-pit into pumped storage hydropower (PSH) can help with the renewable energy, improve mine environments, provide added value. Construction PSH plant will change water level pit, which is envisaged as lower reservoir, thus influencing slope stability. In this study, Fushun West Open-Pit wa...

Trong tính toán và thiết kế móng bè cọc cho các tòa nhà cao tầng, nhiều không xét đến sự tham gia làm việc của barrette. Khả năng chịu tải tường vây barrette đáng kể khi cắm sâu vào nền đất cứng. bài báo này, hệ trường được phân tích đánh giá bằng phần mềm Plaxis 3D V20 một công trình thực tế. Với bố lên là 13,48 % còn 86,52 %. Khi liên kết với barrette, trăm %, 70,62 15,9 Như quả trên thì tác ...

To accommodate the shear requirement and settlement of high rise construction, concept piled-raft foundation has been developed. This research deals with successive analysis parameters system using PLAXIS-2D as a FEM tool. Plain strain piled raft conducted out by fixing up parameters. For two cases studied for lying on silty soil deposit clayey respect to uniform static loading from superstruct...

Slope stability involves developing a terrain slope profile and determining the geometry of failure surface to compute factor safety. Terrain capture reconstruction traditionally has been expensive, time consuming manpower intensive. This innovative method utilizing unmanned aerial system technology alongside advancement in graphics processing can be proven as more effective cost efficient. res...

This study aims to analyze the deflection behavior of sheet pile through experimental testing and numerical analysis using Finite Element Method (FEM). The Laboratorium scale test on a Tub with length 1500 mm, width 600 height Steel Plate 3.2 mm dimensions 1400 x 590 was used as model wall. subgrade material is clay soil embankment in form Sirtu which passes No. sieve. 40. Physical mechanical g...