Introductory technical guidance for civil engineers and construction managers interested in construction of foundations on rock. Here is what is discussed:1. EXCAVATION2. EFFECTS OF DISCONTINUITIES ON EXCAVATION3. DEWATERING AND GROUND WATER CONTROL4. GROUND CONTROL5. PROTECTION OF SENSITIVE FOUNDATION MATERIALS6. EXCAVATION MAPPING AND MONITORING.
Introductory technical guidance for civil engineers and construction managers interested in construction of foundations on rock. Here is what is discussed: 1. EXCAVATION 2. EFFECTS OF DISCONTINUITIES ON EXCAVATION 3. DEWATERING AND GROUND WATER CONTROL 4. GROUND CONTROL 5. PROTECTION OF SENSITIVE FOUNDATION MATERIALS 6. EXCAVATION MAPPING AND MONITORING.
Introductory technical guidance for civil engineers, geotechnical engineers and construction managers interested in rock foundations. Here is what is discussed: 1. EXCAVATION, 2. EFFECTS OF DISCONTINUITIES ON EXCAVATION, 3. DEWATERING AND GROUND WATER CONTROL, 4. GROUND CONTROL, 5. PROTECTION OF SENSITIVE FOUNDATION MATERIALS, 6. EXCAVATION MAPPING AND MONITORING.
This second edition of the successful Foundations on Rock presents an up-to-date practical reference book describing current engineering practice in the investigation, design and construction of foundations on rock. An extra chapter on Tension Foundations has been included. The methods set out are readily applicable to high rise buildings, bridges, dams and structures subject to uplift and turning loads. Foundations on Rock differs from the many texts and handbooks on soil foundations in that it focuses on the effect of geology on the stability and settlement of rock foundations. While the intact rock may be strong, defects in the rock such as faults, joints and cavities, and the deterioration of the rock with time, will have a significant effect on foundation performance. Methods of detecting such defects are described, and their implications for foundation design and treatment are elaborated.
Introductory technical guidance for civil engineers, geotechnical engineers and construction managers interested in rock mass construction. Here is what is discussed: 1. SCOPE, 2. EXCAVATION, 3. DEWATERING AND GROUND WATER CONTROL, 4. DEWATERING METHODS, 5. GROUND CONTROL, 6. PROTECTION OF SENSITIVE FOUNDATION MATERIALS, 7. EXCAVATION MAPPING AND MONITORING.
This publication provides an introduction to field explorations of existing soil and rock conditions for design and construction of foundations for buildings and structures.
This publication provides introductory technical guidance for civil engineers, geotechnical engineers and construction managers interested in construction in rock masses.
Introductory technical guidance for civil and geotechnical engineers interested in rock mass construction. Here is what is discussed: 1. SCOPE 2. EXCAVATION 3. DEWATERING AND GROUND WATER CONTROL 4. DEWATERING METHODS 5. GROUND CONTROL 6. PROTECTION OF SENSITIVE FOUNDATION MATERIALS 7. EXCAVATION MAPPING AND MONITORING.
An introductory discussion for professional engineers of basic technical considerations in design of foundations for buildings and infrastructure in cold regions. Here is what is discussed: 1. ENVIRONMENTAL CONDITIONS IN THE ARCTIC AND SUBARCTIC 2. BASIC CONSIDERATIONS AFFECTING FOUNDATION DESIGN.
This second edition of the successful Foundations on Rock presents an up-to-date practical reference book describing current engineering practice in the investigation, design and construction of foundations on rock. An extra chapter on Tension Foundations has been included. The methods set out are readily applicable to high rise buildings, bridges, dams and structures subject to uplift and turning loads. Foundations on Rock differs from the many texts and handbooks on soil foundations in that it focuses on the effect of geology on the stability and settlement of rock foundations. While the intact rock may be strong, defects in the rock such as faults, joints and cavities, and the deterioration of the rock with time, will have a significant effect on foundation performance. Methods of detecting such defects are described, and their implications for foundation design and treatment are elaborated.
