Text

Site Investigation on Soil and Rock

---

Buku Site Investigation on Soil and Rock The geo-structures designs require the subsurface information, which is obtained from Site Investigation. The investigation on soil is normally conducted in order to obtain the subsoil layers and their fundamental parameters. As for the geo-structures which require the rock layers characteristics and their parameters, the site investigation on rock should be performed. This book covers the site investigation on soil and on rock in complete explanations. This book can serve as a reference for student as well as those in construction industry field. Buku Site Investigation on Soil and Rock ini diterbitkan oleh Penerbit Buku Pendidikan Deepublish. \\r\\n\\r\\nTABLE OF CONTENTS\\r\\n\\r\\nPREFACE V\\r\\n\\r\\nTABLE OF CONTENTS VI\\r\\n\\r\\nCHAPTER 1 INTRODUCTION 1\\r\\n\\r\\nCHAPTER 2 SITE INVESTIGATION ON SOIL 2\\r\\n\\r\\n2.1 Definition of Soil Exploration 2\\r\\n\\r\\n2.2 Purposes of Soil Exploration Program 2\\r\\n\\r\\n2.3 Soil Reconnaissance/Visual Inspection 2\\r\\n\\r\\n2.4 Objectives of Site Investigations 3\\r\\n\\r\\n2.5 Site Investigations 5\\r\\n\\r\\n2.6 Investigations and Boring Methods 9\\r\\n\\r\\n2.7 Sampling 19\\r\\n\\r\\n2.8 Common Laboratory Test for Investigations 33\\r\\n\\r\\n2.9 In Situ Tests/Field Tests 37\\r\\n\\r\\n2.10 GEOPHYSICAL METHODS 55\\r\\n\\r\\n2.11 Site Investigation Report 64\\r\\n\\r\\nCHAPTER 3 SITE INVESTIGATION ON ROCK 71\\r\\n\\r\\n3.1 Scanline Procedure/Survey 71\\r\\n\\r\\n3.2 Rock Drilling/Coring 76\\r\\n\\r\\nREFERENCES 101\\r\\n\\r\\nSITE INVESTIGATION ON SOIL AND ROCK 102

---

Availability

Detail Information

Series Title

-

Call Number

624.151

Publisher

Yogyakarta : Deepublish., 2023

Collation

vi, 104 hlm: 23cm

Language

Indonesia

ISBN/ISSN

9786230265761

Classification

624.151 SUL s

Content Type

-

Media Type

-

Carrier Type

-

Edition

-

Subject(s)

Sejarah
Indonesia

Specific Detail Info

-

Statement of Responsibility

-

Other version/related

File Attachment

Comments

---

You must be logged in to post a comment