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دانلود کتاب Application of Stress-Wave Theory to Piles

دانلود کتاب کاربرد نظریه امواج تنش در شمع

Application of Stress-Wave Theory to Piles

مشخصات کتاب

Application of Stress-Wave Theory to Piles

دسته بندی: فن آوری
ویرایش:  
نویسندگان:   
سری:  
ISBN (شابک) : 9789054100829, 9781315137544 
ناشر: CRC Press/Balkema 
سال نشر: 2022 
تعداد صفحات: 737 
زبان: English 
فرمت فایل : PDF (درصورت درخواست کاربر به PDF، EPUB یا AZW3 تبدیل می شود) 
حجم فایل: 135 مگابایت 

قیمت کتاب (تومان) : 31,000



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توضیحاتی در مورد کتاب کاربرد نظریه امواج تنش در شمع

شامل 97 مقاله در مورد جنبه های ژئوتکنیکی و زیست محیطی (مدل سازی خاک شمع، ارتعاشات). تست دینامیک (تجهیزات و سیستم های اکتساب داده)؛ عملکرد در هنگام نصب (تجهیزات رانندگی، سیستم چکش-شمع-خاک)؛ قابلیت اطمینان پیش بینی ها (نظریه در مقابل آزمایش و شبیه سازی). هر بخش با یک سخنرانی توسط سخنرانان اصلی دعوت شده شروع می شود. به دنبال آن یک گزارش کلی در مورد مقالات. موضوعات جدید در نظر گرفته شده جنبه های زیست محیطی مربوط به ارتعاش و نویز و قابلیت اطمینان پیش بینی ها با تاکید بر اعتبار روش های نظری و تجربه عملی است.


توضیحاتی درمورد کتاب به خارجی

Comprising 97 papers on Geotechnical & environmental aspects (Pile-soil modelling, vibrations); Dynamic testing (Equipment & data acquisition systems); Performance during installation (Driving equipment, hammer-pile-soil system); Reliability of predictions (Theory versus experiment and simulation). Each part starts with a lecture by invited keynote speakers; followed by a general report on the papers. New themes considered are environmental aspects related to vibration and noise & the reliability of predictions emphasizing the validation of theoretical methods & practical experience.



فهرست مطالب

Cover
Half Title
Title Page
Copyright Page
Table of Contents
Preface
1: Geotechnical and Environmental Aspects
	Keynote Lecture: Dynamic and Static Soil Models for Axial Pile Response
	Keynote Lecture: Static and Dynamic Soil Displacements Caused by Pile Driving
	General Report 1: Geotechnical and Environmental Aspects
	Physical and Numerical Simulation of Lateral Shaft Friction Along Driven Piles
	Soil Stresses After Installation of Driven Piles
	The Effect of Confining Stress and Void Ratio on the Rate Effect Parameter for Driven Open-Ended Piles
	Prediction and Monitoring of Pile Driving Vibrations in the ‘St-Laurens’ Church, Rotterdam
	Environmental Impact of Pile-Driving
	Pile Resistances at a Dense Sand Site
	Influence of Underground gas Cushions on the Wave Propagation of Ground Vibrations
	Accuracy in Numerical Analysis of Pile-Driving Dynamics
	Pile Settlement Behaviour: An Accurate Model
	Determination of Wave Equation Soil Constants from the Standard Penetration Test
	Analysis of Ground Vibrations Generated by Pile Driving - Application of Pile Driving Analysis to Environmental Problem
	Theoretical Interpretation of Smith’ Model Parameters
	A Solution for High Damping Constants in Sands
	Energy Transfer in SPT - Rod Length Effect
	The Installation of Driven Piles in the Upper Chalk of the Amethyst Field
	Investigation of Dynamic Soil Resistance on Piles using GRLWEAP
	A Comparison of Static and Dynamic Pile Test Results
	The Instantaneous Liquefaction of Silty Soils During Installation of Displacement Piles
	Prediction of Vibrations Due to Pile Driving
	Pile Driving Induced Vibrations as a Source of Industrial Seismology
	Relationship Between Case and Hysteretic Damping
	Wave Propagation in Elastic Pile while Considering Transverse Displacement
2: Dynamic Testing
	Keynote Lecture: Technology of Pile Dynamic Testing
	General Report 2: Dynamic Testing
	Dynamic Testing of Enlarged Base Franki Piles
	Application of Sonic Tomography in the Integrity Testing of Concrete Piles
	Dynamic Pile Testing at Gwadar: A Case History
	TNOWAVE Automatic Signal Matching
	Applicability of High-Strain Dynamic Testing to Large Diameter Cast-in-Place Piles
	Determination of the Penetration Energy in the Standard Penetration Test
	Dynamic Pile Tests on Sheet Piles
	Integrity Testing on Model Piles
	The Appraisal of Results from PDA High Strain Dynamic Tests on Large and Long Drilled Piles
	The Application of PDA on Weak Soil in Fujian China
	Dynamic Pile Monitoring on the Manmade Island in Trans Tokyo Bay Highway
	Performance of Steel Pipe Piles Driven in Pleistocene Clays
	Study on Open Toe Pile Driving Instrumentation Considering Soil Plug Effect in Sand
	Diagnosis of Cast-In-Situ Piles Resting on Rock by FPDS
	Computer-Integrated Pile Test Equipment
	Quantifying Pile Defects by Integrity Testing
	Estimation of Bearing Capacity of Steel Pipe Pile by Static Loading Test and Stress-Wave Theory
	Application of Dynamic Loading Test on Composite Steel Tubular Pile with Mortar-Bulb
	Dynamic and Sonic Pile Integrity Testing - A Contractor’s Experience
	A New Method for Estimating the Bearing Capacity of a Cast-in-Place Pile
	New Development of Pile Driving Management System
	Pile Integrity Testing in The Netherlands
	Installation of a System for Dynamic Measurement of a Model Pile
3: Performance During Installation
	Keynote Lecture: Influence of the Post-Foundation with Pilings on the Existing Historical Foundation
	General Report 3: Performance During Installation
	Determination of Stresses in Pile Head Using Method of Sears
	Adjustment Factors for Field Control of Pile Driving
	Improved Pile Driving Prediction for Impact Hammers and Vibratory Hammers
	Dynamic and Static Testing for Pile Capacity in a Fine-Grained Soil
	Dynamic Testing on Piles in Cohesive Soil
	The Relation Between Soil-Parameters and One-Dimensional Toe-Models
	Dynamics of Pile Driving as a Function of Ram Drop Height
	Dynamic Tests of Long Steel H Piles in Shanghai
	Evaluation of Measurements for Vibratory Hammers
	Fatigue in Vibro-Tubes
	Piling and Monitoring of Large Diameter Closed-Toe Pipe Piles
	Performance of Precast Concrete Jointed Piles at a Fertilizer Plant
	Improvement of Offshore Platform Installation Procedures on the Basis of Pile Driving Monitoring Data
	Stresses in Reinforcement of Pretensioned Piles During Driving
	Dynamic Measurements of the Becker Penetration Test with Implications for Pile Driving
	A Case History of Prestressed Concrete Pile Splice Problems
	Robotics for Centrifuge Simulation of Pile Driving and Testing
4: Reliability of Predictions
	Keynote Lecture: Problems of Reconciling Stress Wave Measurements with Theory
	General Report 4: Reliability of Predictions
	A New Design Method of (Rammed) Piles
	Dynamic Loading Test Curves
	Comparative Study on the Load Bearing Capacity of Driven Steel H Piles in a Layered Marl
	Predictions of Pile Performance Using Dynamic Testing
	Pile Integrity Analysis from Lateral Mechanical Admittances
	A New Way for the Dynamic Static Equivalence Load
	Back-Analyses of Closed-End Pipe Piles for an Offshore Platform
	Analytical Evaluation of Defective Piles
	Bearing Capacity of Open-Ended and Closed-Ended Steel Pipe Piles
	Pile Integrity Testing as a Problem of on Site Quality Control
	Statnamic Load Testing of Foundation Piles
	Large Scale Model Piles, Measured and Calculated Response During Driving
	Energy Approach for Capacity Evaluation of Driven Piles
	Applicability of Wave Equation to Determine Precast Pile Capacity - A Case Study
	Pile Integrity Testing and Analysis
	The Effects of Pile Relaxation on Toe Capacity and Stiffness
	Pile Integrity by Low Strain Impacts - A State-of-the-Art
	Relationship Between Capacity and Head Stiffness of Piles
	Large-Scale Static and Dynamic Pile Tests Under Laboratory-Controlled Conditions
	Method for Estimating the Shape of Cast In-Situ Concrete Piles Based on the Stress-Wave Theory
	Effects of Inspection on the Reliability of Foundation Piles
	Ability of Dynamic Testing and Evaluation of Bearing Capacity Recovery from Excess Pore Pressure Measured in the Field
	Variations in Resistance Distribution Obtained from Stress Wave Analysis
	On the Advantages and Limitations of Hydro-Electric Effect Method
	Determination of Bearing Capacity of Piles Using Modified Delmag Dynamic Formula
Author's Response to the Comments of the General Reports
	Physical and Numerical Simulation of Lateral Shaft Friction Along Driven Piles
	Pile Settlement Behaviour: An Accurate Model
	A Solution for High damping Constants in Sands
	Investigation of Dynamic Soil Resistance on Piles Using GRLWEAP
	Pile Driving Induced Vibrations as a Source of Industrial Seismology
	Relationship Between Case and Hysteretic Damping
	Performance of Steel Pipe Piles Driven in Pleistocene Clays
	Quantifying Pile Defects by Integrity Testing
	Evaluation of Measurements for Vibratory Hammers
	Fatigue in Vibro-Tubes
	Dynamic Pile Testing and Analysis Using Expert System Methods
	Piling and Monitoring of Large Diameter Closed-Toe Pipe Piles
	Stresses in Reinforcement of Pretensioned Piles During Driving
	Dynamic Loading Test Curves
	Back-Analyses of Closed-End Pipe Piles for an Offshore Platform
	Pile Integrity Testing as a Problem of on Site Quality Control
	Energy Approach for Capacity Evaluation of Driven Piles
	Pile Integrity Testing and Analysis
	Ability of Dynamic Testing and Evaluation of Bearing Capacity Recovery From Excess Pore Pressure Measured in the Field
Author Index




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