Flood creates the most complex problems of engineering hydrology and extreme flood contains crucial risk for urban areas, infrastructure, industry agriculture. The aim this paper is to study transient flow caused by levee Filyos River. Numerical modeling based on finite element method was performed in analyses. PlaxFlow which an add-on module Plaxis 2D, used time variation seepage several point...

The foundation is the structure of lower part a building that directly related to ground or located below surface which has function bearing load other parts above it. There are various kinds dynamic capacity pile foundation, one used with field test results, namely PDA Test. purpose this research determine carrying piles using Test data then results analysis will be compared calculations Plaxi...

Deep excavation supported by vertical retaining walls together with strutting system is commonly used in Singapore for the construction of underground infrastructure. In this paper, a series numerical scenarios simulated PLAXIS software are carried out to study influence different design parameters such as pre-auger loosening effect, embedded depth wall into stiff soil layer, and elastic modulu...

The need to rebuild and upgrade old structures has grown in recent years, particularly large urban areas. These renovation activities frequently affect the structural load of building, eventually increasing loads acting on foundation. This paper illustrates a case study which cement grouting method was used improve load-carrying capability an structure's influence various key variables method, ...

Abstract By the example of one mining tailings dams on Kola Peninsula functionality its guarding dam was investigated. For this purpose, a hydrogeomechanical 3D model created, reflecting geometrical dimensions, geomechanical and hydraulic conditions operation. Using Plaxis 3D, calculations were made for 16 variants increase coefficient transverse filtration water through body. The dependences s...

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...