Strip footing

Part 2 of ebook "Basic building measurement" provides readers with contents including: Chapter 10 - Concrete; Chapter 11 - Groundworks; Chapter 12 - Metalwork; Chapter 13 - Structural steel; Chapter 14 - Drainage; Chapter 15 - Hydraulics; Chapter 16 - Electrical installations; chapter 17 - Glazing and painting; Chapter 18 – Preliminaries, quality control procedures;...

99p giangdongdinh 28-05-2024 4 2   Download

This study investigates the ultimate bearing capacity of a rigid strip footing on a sandy slope using the Rigid Plastic Finite Element Method (RPFEM). To accurately represent a wide range of frictional conditions at the footing roughness, a new interface element was introduced, capable of accommodating both perfectly rough and perfectly smooth conditions.

6p vigojek 02-02-2024 0 0   Download

Continued part 1, part 2 of ebook "Limit analysis in soil mechanics" provides readers with contents including: some practical considerations in design of rigid retaining structures; bearing capacity of strip footing on anisotropic and nonhomogeneous soils; earthquake-induced slope failure and landslides; seismic stability of slopes in nonhomogeneous, anisotropic soils and general discussions; assessment of seismic displacement of slopes; stability analysis of slopes with generalized failure criterion;...

124p lytamnguyet 04-08-2023 9 4   Download

This study aims to evaluate the allowable bearing capacity of the strip footing subjected to uniform vertical loading. Finite element modeling is implemented to analyze the behavior of soil the ground under the strip footing.

4p vifalcon 16-05-2023 9 3   Download

In this paper, a computational approach using a combination of the upper bound theorem and the bubbleenhanced quadrilateral finite element (FEM-Qi6) is proposed to evaluate bearing capacity factors of strip footing in cohesive-frictional soil. The new element is built based on the quadrilateral element (Q4) by adding a pair of internal nodes to solve the volumetric locking phenomenon.

13p chauchaungayxua12 09-07-2021 16 1   Download

This paper presents the results of laboratory model tests on the influence of deep excavation-induced lateral soil movements on the behavior of a model strip footing adjacent to the excavation and supported on reinforced granular soil. Initially, the response of the strip footings supported on un-reinforced sand and subjected to vertical loads (which were constant during the test) due to adjacent deep excavation-induced lateral soil movement were obtained.

8p kethamoi1 17-11-2019 8 1   Download

The paper presents a study of the behavior of model strip footings supported on a loose sandy slope and subjected to both monotonic and cyclic loads. The effects of the partial replacement of a compacted sand layer and the inclusion of geosynthetic reinforcement were investigated. Different combinations of the initial monotonic loads and the amplitude of cyclic loads were chosen to simulate structures in which loads change cyclically such as machine foundations.

10p kethamoi1 17-11-2019 15 0   Download

In this paper, the ultimate load capacities of shell foundations on unreinforced and reinforced sand were determined by laboratory model tests. A series of loading tests were carried out on model shell footing with and without single layer of reinforcement. The tests were done for shell foundation at different shell embedment depth and subgrade density. The results were compared with those for flat foundations without reinforcement. The model test results were verified using finite element analysis using program PLAXIS.

11p trinhthamhodang1 16-11-2019 27 1   Download