1、 T V C 2 5m Q 2 F Y V H s 5 M C e 9 1 p 2 E a S a y r C V 7 1 C r c F H 6 F a r T r E 1 C F N r C 1 10 b F 1 V r f C 10 20 9 1 p c a r S C v V a T r x r x F C K v V r60m d r y T r 10 25m C 550 700mm C m C H W 16 43min 24h V C90 33 m V V n TRD E S F 3 35 1997 M W p V 1 V Y r Z T 1 3 T B S E M W 3 3 S
2、 v 7 9 M 3 5 B B t M 1 N 3 1 5 j r Z 3 2 3 T f 3 s T B s i g y S 3 k 4 2 u C 3 K v 3 7 3 E 9 E 50 V n 3 v l 8 1 K v 3 g 8 1 7 d 1 3 3 9 l 3 k y 3 3 9 3 3 T B 8 I n H I n 8 3 3 Y V 3 3 8 3 3 9 5 T V 3 3 B Z S 3 T 9 3 T s K 9 3 T k Z v T Y 1 B 4 Ben mokrane Y V 3 k 3 i 8 C H C 3 K Y 9 I n Y B 3 3 5 5
3、S 3 v k N H q H q K k 3 k i n N D 1 5 v v K 3 Z 7 9 C 3 k G M 3 3 5 1 3 l 3 l A n 1 5 y S 2 JGJ 94 94 3 T l V 5 2 11 3 H V 0 9 h S 3 l 3 3 A 7 n t u 8 v V r E 3 8 3 M 4 s O u Y i 3 3 l 3 8 3 8 1 3 8 V 3 3 8 3 1997 12 25 118 r 1998 M s 8 s N B 3 5 r M 2 3 3 g s T 1 3 3 g s T S B 3 3 g V s T v l T l v
4、 T h v W l T S 4 3 3 K 9 T G B s T L 9 T 9 i N S k 3 3 g s T H q 3 3 3 3 8 s 8 M 8 M O F 9 Y L S v s u C f V v N I n L f S A 4 3 3 g s T S q r k 4 k H 3 b N T 8 g M k T M q r k T i y v k T N 5 B V n 3 3 8 3 3 T 9 M 3 1 K 3 1 5 H q 3 K D 3 7 B p K D 3 3 4 E O 3 T K D 3 3 G 3 3 g s T B T 7 Y L 8 K D 3
5、 9 M L t f 8 H 1 3 0 5m 9 1 p N H 1 3 3 v n v H N i y v 0 4m 3 3 5 8 3 12m v L 3 1 p N 3 3 v 3 N 9 M D N V n 3 K D 3 3 3 8 7 V B 7 4 3 s 3 3 3 3 d 3 F Y 3 3 3 d 3 1 B 4 X y S 2 JG94 94 7 H q M 3 d 3 9 V 9 F 8 L n D 3 3 3 9 3 3 g s T 7 I n B 3 3 g s T 9 3 3 A Q S u L H q s N u 3 9 T 3 T B 5 8 s 3 3 8
6、 3 T i v Y V i l 8 3 T 8 8 3 T v Y Y y 1 8 3 8 s 3 s D 4 T 3 3 8 Z 3 3 8 3 8 1 X Z M 4 3 8 3 4 8 5 8 V 8 4 A 3 8 8 M M 1 y N 3 9 I n v 7 Q 8 1 k A E r 1996 18 5 2 JGJ 94 94 y S 1995 3 T T s 5 n S u p i i v 1997 4 Brahim Benmokrane et al Laboratory investigation of shaft re sistance of rock socketed piers using the comstant normal stiff ness direct shear test Can Geotech J 1994 31 40 419 5 T s p V i W 1997 119 5
