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26 <br />24 <br />22 <br />20 <br />0 18 <br />2 <br />O <br />V <br />W <br />~ 16 <br />o: <br />W <br />a <br />W 14 <br />w <br />z <br />12 <br />ju <br />w <br />} <br />~ 10 <br />U <br />0 <br />w <br />~ e <br />6 <br />4 <br />2 <br />9TON£ YYEtOHT, IN POUNDS <br />20 60 600 1000 1500 3000 5000 <br />15 ID ~ 4a ~ too 2DO 40A I f;'AA I I ?Ann I amn I <br />12:1 pr <br />bokom <br />4: I <br />3:1 <br />2:1 <br />Ilft : I <br />OO I 2 3 4 <br />EQUIVALENT SPHERICAL DIAMETER OF STONE, IN FEET <br /> <br /> <br /> <br /> I <br /> <br /> <br /> <br /> <br /> FQR STON <br />165 LBS. E WEIOHINO <br />PER CU. FT. <br /> i <br /> ADAPTED FROM REPORT Of <br />SUBCOMMITTE ON SLOPE <br />PROTECTION, AM. SOC. CLVIL <br /> ENGINEERS PROC. JUNE 1948 <br /> <br />