Stock Image

Genuine] Soil Mechanics (bilingual) Lang Yu Hua(Chinese Edition)


ISBN 10: 7301196733 / ISBN 13: 9787301196731
New Condition: New Soft cover
From liu xing (JiangSu, JS, China)

AbeBooks Seller Since April 7, 2009 Seller Rating 5-star rating

Quantity Available: 1

Buy New
Price: US$ 62.23 Convert Currency
Shipping: Free From China to U.S.A. Destination, rates & speeds
Add to basket

30 Day Return Policy

About this Item

Ship out in 2 business day, And Fast shipping, Free Tracking number will be provided after the shipment.Paperback. Pub Date :2012-01-01 Pages: 303 Publisher: University Press title: Soil Mechanics (bilingual) List Price: 38.00 yuan Author: Lang Yu Hua Press: Peking University Press Publication Date: 2012 January 1 ISBN: 9787301196731 words: Pages: 303 Edition: 1st Edition Binding: Paperback: 16 commodity identification: asinB006V7Q212 Editor's Choice soil mechanics (bilingual) Features: Sino-British around the control layout. easy to learn . the content is selected from the group consisting of the the British original materials. the English pure. increase foreign industry standard comparison and expand their knowledge. Summary No Contents Chapter 1 soil classification and identification characteristics 1.1 agriculture with soil with soil and engineering 1.2 Project definition 1.2.1 rock 1.2.2 soil 1.2.3 grained soil and clay 1.3 clay clay mineral classification 1.3.1 1.3. the composition of the soil structure of clay deposits 1.4 1.4.1 granular soils soil properties 1.4.2 cohesive soil 1.5 1.5.1 void ratio and porosity 1.5.2 Saturation (S) 1.5.3 soil specific gravity (G) 1.5 soil .4 density and severe 1.5.5 relative density (Dr) 1.5.6 soil physical indicators 1.6 soil classification 1.6.1 Description 1.6.2 Chinese soil classification system exercises Chapter 2. soil permeability and percolation 2.1 groundwater 2.1 saturated flow .1 saturated with 2.1.2 aerated with 2.2 soil water flow 2.2.1 2.2.2 hydrostatic or hydrostatic head 2.2.3 seepage speed of 2.3 saturated seepage Darcy's law 2.3.2 2.3.1 Darcy's law laboratory determination of the applicability of Darcy's law 2.4 permeability coefficient 2.4.1 K 2.4.2 K-site approximation test 2.4.3 K 2.4.4 sedimentary permeability coefficient 2.5 two-dimensional percolation and fluid drift-net 2.5.1 potential function and the stream function of the general differential equation 2.5.2 2.5.3 2.5.5 2.5.4 hydraulic gradient drift based on drift-net 2.5.6 drift-net drawing 2.6 critical hydraulic gradient and seepage force seepage calculation 2.6.1 critical hydraulic gradient 2.6.2 seepage force 2.6.3 Piping prevention 2.7 total stress and effective stress 3.1 friction and cohesion 3.1.1 friction 3.1.2 Mohr Circle 3.1.3 cohesive force exercises in Chapter 3. the shear strength of soil 3.3.2 triaxial soil shear strength of Coulomb's law of the 3.2 Mohr Coulomb theory 3.2.1 3.2.2 modified Coulomb's law 3.2.3 Mohr Coulomb strength theory Overview 3.3 Shear strength test 3.3.1 direct shear box test test 3.3.3 unconfined compression test 3.4 to 3.4.1 3.4.2 to determine the effective stress parameters . Chapter 6. Chapter 4. Chapter 5 of the principles of stress analysis slope stability lateral earth pressure first determine the total stress parameters determine the stress parameters bilingual Chapter 7 Chapter 8 of the bearing capacity of soil foundation settlement and Chapter 9 of the soil compression foundation settlement rate of soil mechanics Glossary References of No abstracts colophon: Illustration: These charts are called stress bulbous. the use of stress The bulbous FIG shape basis of the calculation rules. another method of the vertical stress. The the rules shape assumed and its circular base having the same area equivalent to the stress using stress bulbous FIG can be drawn from the approximate vertical stress. In the case of a rectangular-based. the stress distribution along the length of a side of the foundation. but the foundation below the center point of the vertical stress can still use Figure 4.8 is obtained by the following method. Method (1) assumption strip; method (2) divided into strip foundation based on square base. were calculated az. then sum in proportion to the side length. From stress bulbous think of soil depth affected by the foundation. The maximum pressure values ??down to 2 times the foundation width. Figure 4.9 shows the when great design basis. the plane lo. Bookseller Inventory # FS006393

Ask Seller a Question

Bibliographic Details

Title: Genuine] Soil Mechanics (bilingual) Lang Yu ...

Binding: paperback

Book Condition:New

About this title


Paperback. Pub Date :2012-01-01 Publisher: University Press Only genuine brand new book No picture can look at Baidu the check book title ISBN pricing Publishing House information; only puerile - can not counter-offer can not free open textbook amount of the invoice is not taxed. books dedicated machine-printed invoices.

"About this title" may belong to another edition of this title.

Store Description

Thank you for visiting My bookstore! We are an online bookstore, and Is the China's largest online book sales. Generally our books are from China, with reasonable price and decent printing quality. We are always trying our best to satisfy customer's needs!

Visit Seller's Storefront

Terms of Sale:

We guarantee the condition of every book as it's described on the Abebooks web sites. If you're dissatisfied with your purchase (Incorrect Book/Not as Described/Damaged) or if the order hasn't arrived, you're eligible for a refund within 30 days of the estimated delivery date. If you've changed your mind about a book that you've ordered, please use the Ask bookseller a question link to contact us and we'll respond within 2 business days. Please Note:We don't sell any international Edition to you...

More Information
Shipping Terms:

Most orders are shipped within 24 hours. We will delivery these items to you by AIRMAIL, EUB, EMS, TNT etc.

List this Seller's Books

Payment Methods
accepted by seller

Visa Mastercard American Express

PayPal Bank/Wire Transfer