Rapid Determination of the Tensile Strength of Rocks with Irregular Test Pieces

Abstract

Determination of the strength of rocks is very troublesome since it takes much time and effort to produce good test pieces. Therefore some methods for rapid determination of the strength of rocks are strongly demanded. The authors have investigated how to determine the strength of rock with irregular test pieces, i. e. rock pieces which are not machined. By theoretical as well as experimental study, they have obtained such a method to determine rapidly the tensile strength of rocks that an irregular test piece is crushed into two pieces by a concentrated load F, the distance between the points of loading being 2a, and then the tensile strength of the rock is given by 1.4 F,2002 1.•• OE¾ Šâ •Î ‚Ì‹-‚³ ‚ðŽŽ OE± ‚µ‚Ä ‚±‚ê ‚ð'm ‚é ‚± ‚AE‚Í,•Ì •z OEv‰ae ‚Ì-§ ˆÄ ‚â 'n ˆ³ • § OEä ‚Ì •ã‚É‹É ‚ß‚Ä •K-v ‚Å ‚ ‚é ‚ª,ŽŽ OE± •Ð‚Ì •ì •» ‚É'½ ‚-‚Ì Žè •" ‚ð-v ‚· ‚é ‚½ ‚ß,ŽŽ OE± ‚ª 'a ‚© ‚É ‚È ‚è •Ÿ ‚¿ ‚Å,‹Z •p ‚Ì•i •à ‚É 'å ‚«‚È•á •' ‚AE‚È ‚ ‚Ä ‚¢ ‚é •B‚» ‚ê ‚ä‚¦ ŠÈ-J ‚È ŽŽ OE±-@ ‚Ì •oOE» ‚ª-v-] ‚³‚ê ‚Ä ‚¢ ‚é•B•í OEã,‰~ " ŽŽ OE± •Ð ‚ð'¤ •û ‚© ‚爳 •k ‚µ ‚Ĉø‚Ĉø'£ ‚è"j ‰ó ‚ð‹N ‚± ‚³‚¹ ‚鈳-ô ŽŽOE± ‚ª •s ‚È ‚í ‚ê ‚é ‚ae ‚¤‚É ‚È ‚ ‚½‚ª,‚± ‚ÌŽŽ OE± •Ð ‚Ì•ì •» ‚à"ñ •í ‚É-e ˆÕ ‚AE ‚Í‚¢ ‚¦ ‚È ‚¢ •B •Å ‹ß ŠC ŠO ‚Å "ñ •® OE`OE`ŽŽOE± •Ð ‚ð-p ‚¢ ‚Ĉ³‚Ĉ³•k ‹-‚³‚ð‹• ‚ß‚é •û-@ ‚ª OE¤ ‹ † ‚³‚ê ‚Ä ‚¢ ‚é1)•`5)•B ‰Ø ŽÒ ‚ç ‚àŠâ •Î ‚Ì "ñ •® OE`ŽŽOE± •Ð ‚ð-p ‚¢ ‚éŠÈˆÕ‚éŠÈˆÕ ŽŽ OE±-@ ‚ð OE¤‹ † ‚µ,"_ •Ú ‰×ˆ³‰×ˆ³-ô ŽŽ OE± ‚É ‚ae ‚èˆø '£ ‹-‚³ ‚ð•v '¬ ‚±OEˆ'‚±OEˆ'è ‚· ‚é•û-@ ‚ðˆÄ •o ‚µ ‚½,,ˆÈ ‰º ‚É ‚±‚Ì OE¤ ‹ † ‚ÌŠT-v ‚ð•ñ •• ‚µ‚½ ‚¢ ‚AEŽv ‚¤•B 2.•s ‹K '¥ ‚È OE`OE`‚Ì 'e •« 'Ì ‚É "_ •Ú ‰× ‚ð •s ‚È ‚ ‚½ ‚AE ‚« ‚Ì ‰ž-Í Šâ •Î ‚Ì"ñ •® OE`ŽŽ ‹B •Ð ‚ð-p ‚¢‚Ä ‹-"xOE¾ Ž®OE± ‚ð •s ‚È ‚¤‚É‚Í, ‚±‚ê ‚É "K "-‚È•Ú ‰× ‚ð •s ‚È‚í ‚È ‚¯ ‚ê ‚Î ‚È ‚ç‚È ‚¢‚ª,‚» ‚Ì •Å ‚à'P •ƒ ‚È •û-@ ‚AE‚µ ‚Ä ŽŽOE± •Ð ‚ð‚Ù ‚Ú •Å'Z ‹-£ ‚É ‚ ‚é2"_ ‚Å ‚Í ‚³‚ñ ‚Å,"_ •Ú ‰Õ ‚ð•s ‚È ‚¤‚± ‚AE‚ª •l ‚¦ ‚ç‚ê ‚é.‚± ‚¤‚µ‚Ä Šâ •Î ‚É•Ú ‰× ‚µ,‚» ‚ê ‚ð"j ‰ó ‚³‚¹ ‚é ‚± ‚AE‚É ‚ae ‚è,Šâ •Î ‚Ì ‹-‚«‚ð'm ‚è"¾ ‚é‚© "Û ‚© ‚ðOEŸ "¢ ‚· ‚é‚É ‚Í,‚Ü ‚¸ŽŽOE±‚¸ŽŽOE± •Ð"à ‚Ì‰ž-Í ‚ð'm ‚é•K-v ‚ª ‚ ‚é•B ‚µ‚© ‚µ,'e •«-• ˜_ ‚É ‚ae‚ ‚Ä ‚±‚ê ‚ð ‹• ‚ß ‚é ‚± ‚AE‚Í"ï ‚µ‚¢ •B ‚» ‚±‚Å ‚AE ‚è‚ ‚¦‚¸Šô‚¦‚¸Šô ‰½ Šw "I ‚É •Å ‚à ŠÈ 'P ‚ÈOE`‚ÈOE`‚ð ‚µ‚Ä ‚¢ ‚é'e•« 'Ì ‚Ì‹… ‚É,ˆê ‚ ‚Ì '¼ OEa ‚ɉˆ‚Á‚ɉˆ‚Á ‚Ä "_ •Ú ‰× ‚ð •s ‚È ‚¤•ê'ä('ae1•})‚AE •s ‰OE '¥ ‚È OE`OE`‚Ì 'e•« 'Ì ‚É 'ae1•} ‹-•«-{ ‚Ì ‹… ‚Ì "_ •Ú ‰× 'ae2•} Šâ •Î ‚Ì"ñ •® OE`ŽŽ OE± •Ð ‚Ì "_ •Ú ‰×ˆ³-ô ŽŽ OE±