Indian Standard. ( First Revision )
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1 Indian Standard METHODS OF TEST FOR SOILS (Reaffirmed 2002) Edition 2.1 ( ) PART XXX LABORATORY VANE SHEAR TEST ( First Revision ) (Incorporating Amendment No. 1) UDC BIS 2003 B U R E A U O F I N D I A N S T A N D A R D S MANAK BHAVAN, 9 BAHADUR SHAH ZAFAR MARG NEW DELHI Price Group 2
2 Indian Standard METHODS OF TEST FOR SOILS PART XXX LABORATORY VANE SHEAR TEST ( First Revision ) Soil Engineering and Rock Mechanics Sectional Committee, BDC 23 Chairman DR JAGDISH NARAIN Representing University of Roorkee, Roorkee Members ADDITIONAL DIRECTOR, IRI Irrigation Department, Government of Bihar, Patna ADDITIONAL DIRECTOR RESEARCH Ministry of Railways (F. E.), RDSO DEPUTY DIRECTOR RESEARCH (SOIL MECH), RDSO ( Alternate ) PROF ALAM SINGH COL AVTAR SINGH LT-COL V. K. KANITKAR ( Alternate ) DR A. BANERJEE SHRI S. GUPTA ( Alternate ) DR R. K. BHANDARI CHIEF ENGINEER (B&R) DR G. S. DHILLON ( Alternate ) SHRI M. G. DANDAVATE SHRI N. C. DUGGUL ( Alternate ) SHRI A. G. DASTIDAR DR G. S. DHILLON DIRECTOR, IRI University of Jodhpur, Jodhpur Engineer-in-Chief s Branch, Army Headquarters Cemindia Co Ltd, Bombay Central Building Research Institute, Roorkee Irrigation Department, Government of Punjab, Chandigarh The Concrete Association of India, Bombay In personal capacity ( 5 Hungerford Court, 12/1 Hungerford Street, Calcutta ) Indian Geotechnical Society, New Delhi Irrigation Department, Government of Uttar Pradesh, Roorkee ( Continued on page 2) BIS 2003 BUREAU OF INDIAN STANDARDS This publication is protected under the Indian Copyright Act (XIV of 1957) and reproduction in whole or in part by any means except with written permission of the publisher shall be deemed to be an infringement of copyright under the said Act.
3 ( Continued from page 1) Members Representing SHRI A. H. DIVANJI SHRI A. N. JANGLE ( Alternate ) PROF GOPAL RANJAN PROF GOPAL RANJAN DR SHASHI K. GULHATI DR G. B. RAO ( Alternate ) Asia Foundations & Construction (P) Ltd, Bombay University of Roorkee, Roorkee Institution of Engineers (India), Calcutta Indian Institute of Technology, New Delhi SHRI O. P. MALHOTRA Public Works Department, Chandigarh Administration, Chandigarh SHRI T. K. NATRAJAN Central Road Research Institute, New Delhi PRESIDENT (IMDA) All India Instrument Manufacturers & Dealers Association, Bombay DEPUTY SECRETARY (AIIMDA) ( Alternate ) SHRI R. V. RANTHIDEVAN Central Water Commission, New Delhi DEPUTY DIRECTOR (CSMRS) ( Alternate ) RESEARCH OFFICER (B&RRL) Public Works Department, Government of Punjab, Chandigarh SHRI K. R. SAXENA Public Works Department, Government of Andhra Pradesh, Hyderabad SECRETARY DEPUTY SECRETARY ( Alternate ) SHRI N. SIVAGURU SHRI D. V. SIKKA ( Alternate ) SHRI K. S. SRINIVASAN SHRI SUNIL BERRY ( Alternate ) SUPERINTENDING ENGINEER (P&D) EXECUTIVE ENGINEER (SMRD) ( Alternate ) SHRI H. C. VERMA SHRI H. K. GUHA ( Alternate ) SHRI S. D. VIDYARTHI DR B. L. DHAWAN ( Alternate ) SHRI G. RAMAN, Director (Civ Engg) Central Board of Irrigation & Power, New Delhi Roads Wing, Ministry of Shipping & Transport National Buildings Organization, New Delhi Public Works Department, Government of Tamil Nadu, Madras All India Instrument Manufacturers & Dealers Association, Bombay Public Works Department, Government of Uttar Pradesh, Lucknow Director General, ISI ( Ex-officio Member ) Secretary SHRI K. M. MATHUR Deputy Director (Civ Engg), ISI ( Continued on page 8) 2
4 Indian Standard METHODS OF TEST FOR SOILS PART XXX LABORATORY VANE SHEAR TEST ( First Revision ) 0. F O R E W O R D 0.1 This Indian Standard (Part XXX) (First Revision) was adopted by the Indian Standards Institution on 31 October 1980, after the draft finalized by the Soil and Rock Mechanics Sectional Committee had been approved by the Civil Engineering Division Council. 0.2 The laboratory vane shear test for the measurement of shear strength of cohesive soils is useful for soils of low shear strength of less than about 0.5 kgf/cm 2. This test gives the undrained strength of the soil and the undisturbed and remoulded strengths obtained are used for evaluating the sensitivity of the soil. This standard was first published in the year This revision has been prepared to incorporate revised shape of vane found useful for this test. 0.3 This edition 2.1 incorporates Amendment No. 1 (May 1984). Side bar indicates modification of the text as the result of incorporation of the amendment. 0.4 In reporting the result of a test of analysis made in accordance with this standard, if the final value, observed or calculated, is to be rounded off, it shall be done in accordance with IS : *. 1. SCOPE 1.1 This standard (Part XXX) covers the procedure of conducting laboratory vane shear test on cohesive soils of low shear strength for determining their undrained shear strength. 2. APPARATUS 2.1 Vane The vane shall consist of four blades each fixed at 90 to the adjacent blades as illustrated in Fig. 1. The vane should not deform under the maximum torque for which it is designed. The penetrating edge of the vane blades shall be sharpened having an included angle of 90. The vane blades shall be welded together suitably to a central rod, the maximum diameter of which should *Rules for rounding off numerical values ( revised ). 3
5 preferably not exceed 2.5 mm in the portion of the rod which goes into the specimen during the test. The vane should be properly treated to prevent rusting and corrosion. FIG. 1 PRINCIPLE OF VANE SHEAR TEST 4
6 5 2.2 The apparatus may be either of the hand-operated type or motorized. Provisions should be made in the apparatus for the following: a) Fixing of vane and shaft to the apparatus in such a way that the vane can be lowered gradually and vertically into the soil specimen. b) Fixing the tube containing the soil specimen to the base of the equipment for which it should have suitable hole. c) Arrangement for lowering the vane into the soil specimen (contained in the tube fixed to the base) gradually and vertically and for holding the vane properly and securely in the lowered position. d) Arrangement for rotating the vane steadily at a rate of approximately 1/60 rev/min (0.1 /s) and for measuring the rotation of the vane. e) A torque applicator to rotate the vane in the soil and a device for measuring the torque applied to an accuracy of 0.05 cm.kgf. f ) A set of springs capable of measuring shear strength of 0.5 kgf/cm A typical form of the hand operated apparatus is shown in Fig PROCEDURE 3.1 The specimen in the tube should be at least 30 mm in diameter and 75 mm long. Mount the specimen container with the specimen on the base of the vane shear apparatus and fix it securely to the base. If the specimen container is closed at one end it should be provided at the bottom with a hole of about 1 mm diameter. Lower the shear vanes into the specimen to their full length gradually with minimum disturbance of the soil specimen so that the top of the vane is at least 10 mm below the top of the specimen. Note the readings of the strain and torque indicators. Rotate the vane at a uniform rate approximately 0.1 /s by suitably operating the torque applicator handle until the specimen fails. Note the final reading of the torque indicator. Torque readings and the corresponding strain readings may also be noted at desired intervals of time as the test proceeds. 3.2 Just after the determination of the maximum torque rotate the vane rapidly through a minimum of ten revolutions. The remoulded strength should then be determined within 1 minute after completion of the revolution.
7 FIG. 2 LABORATORY VANE SHEAR APPARATUS 6
8 4. COMPUTATIONS 4.1 For vane testing instruments that do not read the torque directly, a calibration curve to convert the readings to cm.kgf of torque shall be provided. These calibration curves shall be checked periodically. 4.2 Calculate the shear strength of the soil using the following formula: 3 S = T 19 where S = shear strength in kgf/cm 2, and T = torque in cm.kgf. NOTE 1 This formula is based on the following assumptions: a) Shearing strengths in the horizontal and vertical directions are the same; b) At the peak value, shear strength is equally mobilized at the end surface as well as at the centre; and c) The shear surface is cylindrical and has a diameter equal to the diameter of the vane. NOTE 2 It is important that the dimensions of the vane are checked periodically to ensure that the vane is not distorted or worn. 7
9 ( Continued from page 2) Soil Testing Procedures and Equipment Subcommittee, BDC 23 : 3 Convener PROF ALAM SINGH Representing University of Jodhpur, Jodhpur Members SHRI AMAR SINGH Central Building Research Institute, Roorkee DEPUTY DIRECTOR RESEARCH (FE-II), Ministry of Railways RDSO DEPUTY DIRECTOR RESEARCH (SM-III), RDSO ( Alternate ) DIRECTOR (CSMRS) Central Water Commission, New Delhi DEPUTY DIRECTOR (CSMRS) ( Alternate ) PROF GOPAL RANJAN University of Roorkee, Roorkee DR S. C. HANDA ( Alternate ) DR SHASHI K. GULHATI Indian Institute of Technology, New Delhi SHRI H. K. GUHA Geologists Syndicate Pvt Ltd, Calcutta SHRI H. N. BHATTACHARAYA ( Alternate ) SHRI O. P. MALHOTRA Public Works Department, Chandigarh Administration SHRI M. D. NAIR PROF T. S. NAGARAJ ( Alternate ) Associated Instruments Manufacturers (I) Pvt Ltd, New Delhi SHRI N. M. PATEL Delhi College of Engineering, Delhi SHRI P. JAGANATHA RAO Central Road Research Institute, New Delhi COL AVTAR SINGH Engineer-in-Chief s Branch, Army LT-COL V. K. KANITKAR ( Alternate ) Headquarters SHRI S. D. VIDYARTHI DR B. L. DHAWAN ( Alternate ) Public Works Department, Government of Uttar Pradesh, Lucknow 8
10 Bureau of Indian Standards BIS is a statutory institution established under the Bureau of Indian Standards Act, 1986 to promote harmonious development of the activities of standardization, marking and quality certification of goods and attending to connected matters in the country. Copyright BIS has the copyright of all its publications. No part of these publications may be reproduced in any form without the prior permission in writing of BIS. This does not preclude the free use, in the course of implementing the standard, of necessary details, such as symbols and sizes, type or grade designations. Enquiries relating to copyright be addressed to the Director (Publications), BIS. Review of Indian Standards Amendments are issued to standards as the need arises on the basis of comments. Standards are also reviewed periodically; a standard along with amendments is reaffirmed when such review indicates that no changes are needed; if the review indicates that changes are needed, it is taken up for revision. Users of Indian Standards should ascertain that they are in possession of the latest amendments or edition by referring to the latest issue of BIS Catalogue and Standards : Monthly Additions. This Indian Standard has been developed by Technical Committee : BDC 23. Amendments Issued Since Publication Amend No. Date of Issue Amd. No. 1 May 1984 BUREAU OF INDIAN STANDARDS Headquarters: Manak Bhavan, 9 Bahadur Shah Zafar Marg, New Delhi Telephones: , , Telegrams: Manaksanstha (Common to all offices) Regional Offices: Telephone Central : Manak Bhavan, 9 Bahadur Shah Zafar Marg NEW DELHI Eastern : 1/14 C. I. T. Scheme VII M, V. I. P. Road, Kankurgachi , KOLKATA , Northern : SCO , Sector 34-A, CHANDIGARH Southern : C. I. T. Campus, IV Cross Road, CHENNAI , , Western : Manakalaya, E9 MIDC, Marol, Andheri (East) , MUMBAI , Branches : AHMEDABAD. BANGALORE. BHOPAL. BHUBANESHWAR. COIMBATORE. FARIDABAD. GHAZIABAD. GUWAHATI. HYDERABAD. JAIPUR. KANPUR. LUCKNOW. NAGPUR. NALAGARH. PATNA. PUNE. RAJKOT. THIRUVANANTHAPURAM. VISHAKHAPATNAM
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