Search
CSV
RISNonlinear Dynamic Response of Piles under Horizontal Excitation
Publisher: American Society of Civil Engineers
Abstract: This paper presents test results from cast-in situ reinforced concrete single and group piles subjected to strong horizontal excitation. The tests were conducted for different eccentric moments simulating different excitation ...
Vertical Vibration of Full-Scale Pile—Analytical and Experimental Study
Publisher: American Society of Civil Engineers
Abstract: This paper presents the results of vertical vibration tests on two full-scale single piles. The diameter of pile and embedded depth were 0.45 and 22 m, respectively. The soil samples were collected from three boreholes ...
Dynamic Response of Footings Resting on a Sand Layer of Finite Thickness
Publisher: American Society of Civil Engineers
Abstract: Dynamic response of foundations depends on several factors, namely, size and shape of the foundations, depth of embedment, soil profile and properties, frequency of loading, and mode of vibration. An attempt was made in ...
Reliability Coupled Sensitivity-Based Seismic Analysis of Gravity Retaining Wall Using Pseudostatic Approach
Publisher: American Society of Civil Engineers
Abstract: The stability of geotechnical earth structures is often affected by associated uncertainties present in geotechnical parameters, if they are not properly accounted for. The present paper aims at quantifying these uncertainties ...
Reliability Coupled Sensitivity-Based Seismic Analysis of Gravity Retaining Wall Using Pseudostatic Approach
Publisher: American Society of Civil Engineers
Abstract: The stability of geotechnical earth structures is often affected by associated uncertainties present in geotechnical parameters, if they are not properly accounted for. The present paper aims at quantifying these uncertainties ...
Reliability-Based Analysis of Cantilever Sheet Pile Walls Backfilled with Different Soil Types Using the Finite-Element Approach
Publisher: American Society of Civil Engineers
Abstract: The paper presents an analytical study of a cantilever sheet pile wall considering the effects of uncertainty of soil properties. The failure probability (
Effect of Spatial Variability of Soil Properties on Bearing Capacity of Strip Footing under Fuzzy Uncertainty
Publisher: ASCE
Abstract: The present study investigates the effect of spatial variability of soil parameters on the probability of failure of strip footings against bearing pressure resting on a homogeneous and two-layered soil system. The uncertain ...
Dynamic Analysis of Pile Foundation Embedded in Homogeneous Soil Using Cone Model
Publisher: American Society of Civil Engineers
Abstract: Dynamic analysis of single and group piles under vertical vibration is carried out in this paper using the cone model to investigate the effect of different parameters on the response of single and group piles. Using a ...
Investigation of Foundation Vibrations Resting on a Layered Soil System
Publisher: American Society of Civil Engineers
Abstract: This paper presents an investigation of the dynamic response of foundations resting on a layered soil underlain by a rigid layer. Model block vibration test results are used for the investigation. For the analysis, two ...
An Evaluation of the Scale at which Topographical Features Affect the Convective Boundary Layer Using Large Eddy Simulations
Publisher: American Meteorological Society
Abstract: The major objective of this study was to evaluate at which scale topography starts to significantly affect the mean characteristics and structure of turbulence in the convective boundary layer (CBL). The large eddy simulation ...