دسترسی نامحدود
برای کاربرانی که ثبت نام کرده اند
برای ارتباط با ما می توانید از طریق شماره موبایل زیر از طریق تماس و پیامک با ما در ارتباط باشید
در صورت عدم پاسخ گویی از طریق پیامک با پشتیبان در ارتباط باشید
برای کاربرانی که ثبت نام کرده اند
درصورت عدم همخوانی توضیحات با کتاب
از ساعت 7 صبح تا 10 شب
دسته بندی: فن آوری ویرایش: نویسندگان: Frans B. J. Barends 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
در صورت تبدیل فایل کتاب Application of Stress-Wave Theory to Piles به فرمت های PDF، EPUB، AZW3، MOBI و یا DJVU می توانید به پشتیبان اطلاع دهید تا فایل مورد نظر را تبدیل نمایند.
توجه داشته باشید کتاب کاربرد نظریه امواج تنش در شمع نسخه زبان اصلی می باشد و کتاب ترجمه شده به فارسی نمی باشد. وبسایت اینترنشنال لایبرری ارائه دهنده کتاب های زبان اصلی می باشد و هیچ گونه کتاب ترجمه شده یا نوشته شده به فارسی را ارائه نمی دهد.
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.
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.
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