Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
Sainea-Vargas et al., 2020 - Google Patents
[go: Go Back, main page]

Sainea-Vargas et al., 2020 - Google Patents

Assessing and updating damage probabilities for a deep excavation in Mexico City soft soils

Sainea-Vargas et al., 2020

Document ID
124436088346791521
Author
Sainea-Vargas C
Torres-Suárez M
Publication year
Publication venue
Indian Geotechnical Journal

External Links

Snippet

This paper presents the results of numerical and probabilistic modeling of a deep excavation in Mexico City soft soils, concerning the estimation of potential damages in neighboring buildings. Constitutive model hardening soil small strain was used to model soft soil …
Continue reading at link.springer.com (other versions)

Classifications

    • 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
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
    • 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
    • E21B49/08—Obtaining fluid samples or testing fluids, in boreholes or wells
    • 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
    • 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
    • G01V99/00—Subject matter not provided for in other groups of this subclass
    • G01V99/005—Geomodels or geomodelling, not related to particular measurements
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS
    • G01V2210/00—Details of seismic processing or analysis
    • G01V2210/60—Analysis
    • G01V2210/66—Subsurface modeling
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/06—Foundation trenches ditches or narrow shafts

Similar Documents

Publication Publication Date Title
Nguyen et al. Influence of the spatial variability of soil shear strength on deep excavation: A case study of a Bangkok underground MRT station
Lo et al. Bayesian updating of subsurface spatial variability for improved prediction of braced excavation response
Fell et al. Keynote lecture-geotechnical engineering of the stability of natural slopes, and cuts and fills in soil
Elia et al. Fully coupled dynamic analysis of an earth dam
Marache et al. Geotechnical modeling at the city scale using statistical and geostatistical tools: The Pessac case (France)
Kim et al. Inverse analysis of a supported excavation in Chicago
Huynh et al. Verification of soil parameters of hardening soil model with small-strain stiffness for deep excavations in medium dense sand in Ho Chi Minh City, Vietnam
Huynh et al. Behavior of a deep excavation and damages on adjacent buildings: a case study in Vietnam
Panda et al. Effect of groundwater table fluctuation on slope instability: a comprehensive 3D simulation approach for Kotropi landslide, India
Nguyen et al. Statistical characterisation of the geotechnical properties of Bangkok subsoil
Dan et al. Estimation of ground movement and wall deflection in braced excavation by minimum potential energy approach
Rodríguez-Rebolledo et al. Settlement analysis of friction piles in consolidating soft soils
WO2024123977A1 (en) Geostatistical methods for developing site plans
Roeun et al. Influences of subsoil modelling on underground deep excavation behaviour in Phnom Penh City, Cambodia
Wikby et al. A grid-based methodology for the assessment of time-dependent building damage at large scale
Kim et al. Optimizing material parameters to best capture deformation responses in supported bottom-up excavation: Field monitoring and inverse analysis
Wang et al. Study on spatial distribution of soft soil parameters and settlement deformation law of extension foundation based on CPTU
Bozkurt et al. Finite element-based geotechnical risk analysis for anchor-supported deep excavations
Sasanian et al. Effect of sampling interval on the scale of fluctuation of CPT profiles representing random fields
Liu et al. Spatial variability of saprolitic soil properties and relationship with joint set orientation of parent rock: Insights from cases in Hong Kong
Sainea-Vargas et al. Assessing and updating damage probabilities for a deep excavation in Mexico City soft soils
Dienstmann et al. Compressibility and stability analysis of an embankment on soft soil: a case study
Zaki et al. Correlation between SPT and PMT for sandy silt: A Case study from Kuala Lumpur, Malaysia
Whittle et al. Analyzing the effects of gaining and losing ground
Bekele et al. A case study on the progressive failure mechanism of I-180 slope using numerical and field observations