Deformation Analysis and Safety Control of High Concrete Face Rock-Fill Dam

This book systematically carries out the research on stress deformation analysis and safety control of high concrete face rock-fill dams, summarizes the numerical simulation methods of the safe operation characteristics of high concrete face rock-fill dams, conducts numerical simulation of stress deformation in combination with specific projects, and carries out the monitoring data analysis and safety evaluation of the operation period of face rock-fill dams. Combined with the investigation and analysis of face slab extrusion and damage problems, the damage mechanism and countermeas-ures are studied, and the safety control measures of high concrete face rock-fill dams are proposed from various aspects, such as design, construction and operation management. This book can be used as a reference for professional engineering technicians engaged in the engineering design and relevant research of high concrete face rock-fill dams, as well as the teaching and research work of relevant majors in institutions of higher education.

Sample Chapter(s)
Preface (58 KB)

Components of the Book:

Summary

Preface

Chapter 1. Introduction

1.1 Construction of High Face Rock-Fill Dam Projects
1.2 Current Status of Safe Operation of High Face Rock-Fill Dams
1.3 Main Content of This Book

Chapter 2. Numerical Simulation of Deformation of High Face Rock-Fill Dam

2.1 Numerical Simulation Methods
2.2 Numerical Simulation of Deformation of a Face Rock-Fill Dam Project

Chapter 3. Deformation Monitoring Data Analysis and Safety Evaluations of High Face Rock-Fill Dam

3.1 Project Overview
3.2 Dam Safety Monitoring Equipment Layout
3.3 Analysis of Dam Deformation Monitoring Data
3.4 Face Slab Deformation and Stress Monitoring Data Analysis
3.5 Face Slab Seam Displacement Monitoring Data Analysis
3.6 Analysis and Evaluation of Dam Seepage

Chapter 4. Researches on the Face Slab Deformation and Extrusion Damages

4.1 Extrusion Damage of Face Slab of the Tianshengqiao First-Class Dam
4.2 Other Dam Face Slab Extrusion and Damage Problems at Home and Abroad
4.3 Analysis of Face Slab Extrusion Damage Mechanism Based on Measured Data
4.4 Handling Measures and Countermeasures

Chapter 5. Safety Control Measures for High Face Rock-Fill Dams

5.1 Overall Security Measures for the Hub
5.2 Seepage Control Measures
5.3 Dam Deformation Control Measures
5.4 Seismic Measures

Chapter 6. Forward and Inverse Problem in Geophysics

References

Readership: Students, academics, teachers, and other people attending or interested in the research of high concrete face rock-fill dams.

		Summary Lei Hongjun, Luo Yongqin, Duan Rui PDF (51 KB)

		Preface Lei Hongjun, Luo Yongqin, Duan Rui PDF (58 KB)

		Chapter 1. Introduction Lei Hongjun, Luo Yongqin, Duan Rui PDF (85 KB)

		Chapter 2. Numerical Simulation of Deformation of High Face Rock-Fill Dam Lei Hongjun, Luo Yongqin, Duan Rui PDF (978 KB)

		Chapter 3. Deformation Monitoring Data Analysis and Safety Evaluations of High Face Rock-Fill Dam Lei Hongjun, Luo Yongqin, Duan Rui PDF (5248 KB)

		Chapter 4. Researches on the Face Slab Deformation and Extrusion Damages Lei Hongjun, Luo Yongqin, Duan Rui PDF (142 KB)

		Chapter 5. Safety Control Measures for High Face Rock-Fill Dams Lei Hongjun, Luo Yongqin, Duan Rui PDF (62 KB)

		Chapter 6. Forward and Inverse Problem in Geophysics Lei Hongjun, Luo Yongqin, Duan Rui PDF (62 KB)

		References Lei Hongjun, Luo Yongqin, Duan Rui PDF (73 KB)

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Hongjun Lei
male, born in March 1983, PhD and a professor. He graduated from Tsinghua University in July 2010, obtaining a PhD in Engineering. From July 2010 to February 2017, he worked at PowerChina Kunming Engineering Corporation Limited. Since February 2017, he has been teaching at Kunming University of Science and Technology, mainly engaged in teaching and research in the fields of hydraulic structures and geotechnical engineering.

Yongqin Luo
male, born in April 1982, PhD and a senior engineer. He graduated from Sichuan University in 2006 and worked at PowerChina Kunming Engi-neering Corporation Limited from July 2006 to March 2020. In July 2012, he obtained his PhD from Yunnan University. Since May 2020, he has been teaching in Kunming University of Science and Technology.

Rui Duan
female, born in July 2002, graduated with a bachelor’s degree from Kunming University of Science and Technology in June 2025. Currently, she is a graduate student pursuing a master's degree and engages in research related to hydraulic structures.

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