[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

Mangushev et al., 2023 - Google Patents

Calculation method of determining the earth pressure on the diaphragm wall considering the undrained soil behavior

Mangushev et al., 2023

View PDF
Document ID
2547662558158765179
Author
Mangushev R
Diakonov I
Bashmakov I
Paskacheva D
Publication year
Publication venue
Smart Geotechnics for Smart Societies

External Links

Snippet

In this article is shown a method of analytical calculation of soil pressure on the diaphragm wall of the pit, considering the of excessive pore pressures in the soil. Consideration of the undrained behavior of the soil is performed using the parameters of the Skempton. An …
Continue reading at api.taylorfrancis.com (PDF) (other versions)

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/34—Foundations for sinking or earthquake territories
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D33/00—Testing foundations or foundation structures
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D1/00—Investigation of foundation soil in situ
    • E02D1/02—Investigation of foundation soil in situ before construction work
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS
    • G01V1/00—Seismology; Seismic or acoustic prospecting or detecting
    • G01V1/008—Earthquake measurement or prediction
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH DRILLING; MINING
    • E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B49/00—Testing the nature of borehole walls; Formation testing; Methods or apparatus for obtaining samples of soil or well fluids, specially adapted to earth drilling or wells
    • E21B49/006—Measuring wall stresses in the borehole
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS
    • G01V1/00—Seismology; Seismic or acoustic prospecting or detecting
    • G01V1/28—Processing seismic data, e.g. analysis, for interpretation, for correction
    • G01V1/30—Analysis
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02—Improving by compacting
    • E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains

Similar Documents

Publication Publication Date Title
Budhu Soil mechanics fundamentals
Kulhawy Drilled shaft foundations
Hodder et al. A plasticity model for predicting the vertical and lateral behaviour of pipelines in clay soils
Seo et al. Assessment of the axial load response of an H pile driven in multilayered soil
Henke et al. Field measurements regarding the influence of the installation method on soil plugging in tubular piles
Mascarucci et al. 3M analytical method: evaluation of shaft friction of bored piles in sands
Chatterjee et al. Influence of seismic motions on behavior of piles in liquefied soils
Ng et al. Numerical analysis of a multipropped excavation in stiff clay
Abed et al. Numerical simulation of unsaturated soil behaviour
Ghani et al. Prediction of liquefaction using reliability-based regression analysis
Mangushev et al. Calculation method of determining the earth pressure on the diaphragm wall considering the undrained soil behavior
Dong et al. Effect of concreting pressure on ground response caused by installation of diaphragm wall panels
Banerjee et al. Dynamic behaviour of a piled raft resting on saturated Kasai River sand
Shoji et al. Coupled elasto-plastic deformation-flow finite element analysis using imaginary viscosity procedure
Cunha et al. Importance of the excavation level on the prediction of the settlement pattern from piled raft analyses
Han et al. Estimating the uplift bearing capacity of belled piers adjacent to sloping ground by numerical modeling based on field tests
Li et al. NUMERICAL EVALUATION ON THE APPLICATION OF SMALL STRAIN STIFFNESS MODEL FOR DEEP EXCAVATIONS IN SOFT CLAYS.
Andrianopoulos et al. Effective stress analysis for the seismic response of shallow foundations on liquefiable sand
Chen et al. In Situ Test Research on Friction Resistance of Self‐Anchored Test Pile
CN114707225B (en) Foundation pit supporting performance evaluation method and device considering water level fluctuation and supporting aging
Kaisarta et al. Finite element modeling of soil improvement using vacuum consolidation with vertical drain method (Case study: Apartment project, Tangerang)
Üçdemir et al. Effect of Wall Stiffness on Excavation-Induced Horizontal Deformations in Stiff-Hard Clays
Siddiquee et al. Development of a nonlinear model for soft rock and its applications
Kim et al. Instrumentation and numerical analysis of cylindrical diaphragm wall movement during deep excavation at coastal area
Jia et al. Axial Force–Displacement of Piles: t-z and Q-z Curve