|
|
|
|
| LEADER |
00000cam a2200000Mi 4500 |
| 001 |
SCIDIR_ocn891384734 |
| 003 |
OCoLC |
| 005 |
20231120111736.0 |
| 006 |
m o d |
| 007 |
cr cn||||||||| |
| 008 |
140912t20152015enka ob 001 0 eng d |
| 040 |
|
|
|a E7B
|b eng
|e rda
|e pn
|c E7B
|d OCLCO
|d YDXCP
|d UIU
|d OCLCF
|d EBLCP
|d N$T
|d DEBSZ
|d OCLCQ
|d CNCGM
|d MERUC
|d D6H
|d OCLCQ
|d CEF
|d OCLCQ
|d YOU
|d LQU
|d OCLCQ
|d LUN
|d LGG
|d CNMON
|d OCLCO
|d OCLCQ
|d OCLCO
|
| 015 |
|
|
|a GBB489460.
|2 bnb
|
| 019 |
|
|
|a 890530751
|a 1105195964
|a 1105571476
|a 1167187572
|
| 020 |
|
|
|a 9780124078994
|q (e-book)
|
| 020 |
|
|
|a 0124078990
|q (e-book)
|
| 020 |
|
|
|z 9780124080768
|
| 020 |
|
|
|a 0124080766
|
| 020 |
|
|
|a 9780124080768
|
| 035 |
|
|
|a (OCoLC)891384734
|z (OCoLC)890530751
|z (OCoLC)1105195964
|z (OCoLC)1105571476
|z (OCoLC)1167187572
|
| 050 |
|
4 |
|a TA710
|b .N534 2015eb
|
| 072 |
|
7 |
|a TEC
|x 009020
|2 bisacsh
|
| 082 |
0 |
4 |
|a 624.151363
|2 23
|
| 100 |
1 |
|
|a Nicholson, Peter,
|e author.
|
| 245 |
1 |
0 |
|a Soil improvement and ground modification methods /
|c Peter G. Nicholson.
|
| 264 |
|
1 |
|a Oxford, England ;
|a Waltham, Massachusetts :
|b Butterworth-Heinemann,
|c 2015.
|
| 264 |
|
4 |
|c �2015
|
| 300 |
|
|
|a 1 online resource (474 pages) :
|b illustrations
|
| 336 |
|
|
|a text
|b txt
|2 rdacontent
|
| 337 |
|
|
|a computer
|b c
|2 rdamedia
|
| 338 |
|
|
|a online resource
|b cr
|2 rdacarrier
|
| 504 |
|
|
|a Includes bibliographical references at the end of each chapters and index.
|
| 588 |
0 |
|
|a Print version record.
|
| 505 |
0 |
|
|a Front Cover; Soil Improvement and Ground Modification Methods ; Copyright; Contents; Preface; Acknowledgements; Abbreviations and Acronyms; Section I: Introduction to Ground Improvement and Soil Stabilization; Chapter 1: What is ``Ground Improvement?� � ; 1.1. Introduction; 1.2. Alternatives to ``Poor� � Soil Conditions; 1.3. Historical Soil and Ground Improvement; References; Chapter 2: Ground Improvement Techniques and Applications; 2.1. Categories of Ground Improvement; 2.2. Typical/Common Ground Improvement Objectives; 2.3. Factors Affecting Choice of Improvement Method.
|
| 505 |
8 |
|
|a 2.4. Common Applications2.5. Emerging Trends and Promising Technologies; References; Chapter 3: Soil Mechanics Basics, Field Investigations, and Preliminary Ground Modification Design; 3.1. Soil Mechanics Fundamentals Overview; 3.1.1. Soil Type and Classification; 3.1.1.1. Soil Classification Systems; 3.1.1.2. Grain Sizes and Grain Size Distributions; 3.1.1.3. Plasticity and Soil Structure; 3.1.1.4. Unified Soil Classification System; 3.1.2. Principal Design Parameters; 3.1.2.1. How Much?; 3.1.2.2. How Long?; 3.2. Site Investigations, Data, and Reports; 3.2.1. Desk Study and Site Visit.
|
| 505 |
8 |
|
|a 3.2.2. Subsurface Exploration and Borings3.2.3. Field Tests; 3.2.4. Sampling and Laboratory Testing; 3.2.5. Typical Geotechnical Soils Report; 3.3. Preliminary Modification Design Evaluation; Relevant ASTM Standards; References; Section II: Soil Densification; Chapter 4: Objectives and Improvements from Soil Densification; 4.1. Overview of Soil Densification; 4.1.1. Shallow vs. Deep Densification; 4.1.2. Processes and Equipment; 4.2. Engineering Improvement Objectives; 4.2.1. Bearing Capacity, Strength, and Stiffness; 4.2.2. Compressibility and Settlement; 4.2.3. Permeability and Seepage.
|
| 505 |
8 |
|
|a 4.2.4. Volume Stability (Shrinking and Swelling)4.2.5. Liquefaction Phenomenon and Mitigation; Relevant ASTM Standards; References; Chapter 5: Shallow Compaction; 5.1. Methods of Shallow Compaction; 5.2. Principles of Compaction/Compaction Theory; 5.2.1. Laboratory Tests; 5.2.1.1. Presentation of Laboratory Compaction Test Results; 5.2.2. Compaction of Different Soil Types; 5.3. Shallow Field Compaction Equipment; 5.4. Properties of Compacted Soils; 5.4.1. Soil Structure; 5.4.2. 15-Point Method; 5.5. Field Compaction and Specifications; 5.5.1. Field Compaction Variables.
|
| 505 |
8 |
|
|a 5.5.1.1. Water Content5.5.1.2. Weight and Number of Passes; 5.5.1.3. Type of Compactor and Compaction Method; 5.5.1.4. Lift Thickness; 5.5.1.5. Uniformity of Source Material; 5.5.2. Shallow Compaction Specifications; 5.5.2.1. Density Requirements; 5.5.2.3. Cohesionless Soils; 5.5.2.3. Cohesive Soils; 5.6. Compaction Control/Field Inspection; 5.6.1. Compaction Control Tests; 5.6.1.1. Density Control Tests; 5.6.1.2. Volume Tests; 5.6.1.3. Moisture Control Tests; 5.6.1.4. Combined Tests; 5.6.1.5. Accept/Reject Criteria; 5.6.1.6. Performance Tests; Relevant ASTM Standards; References.
|
| 650 |
|
0 |
|a Soil stabilization.
|
| 650 |
|
6 |
|a Sols
|x Stabilisation.
|0 (CaQQLa)201-0051985
|
| 650 |
|
7 |
|a TECHNOLOGY & ENGINEERING
|x Civil
|x General.
|2 bisacsh
|
| 650 |
|
7 |
|a Soil stabilization
|2 fast
|0 (OCoLC)fst01124624
|
| 655 |
|
7 |
|a e-books.
|2 aat
|0 (CStmoGRI)aatgf300265554
|
| 655 |
|
7 |
|a Livres num�eriques.
|2 rvmgf
|0 (CaQQLa)RVMGF-000000267
|
| 776 |
0 |
8 |
|i Print version:
|a Nicholson, Peter.
|t Soil improvement and ground modification methods.
|d Oxford, England ; Waltham, Massachusetts : BH, �2015
|h xviii, 455 pages
|z 9780124080768
|
| 856 |
4 |
0 |
|u https://sciencedirect.uam.elogim.com/science/book/9780124080768
|z Texto completo
|
