yzyzz - 2010/6/21 14:36:00
<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE72下列表格中的数据为做CBR试验十所测得的结果,请将所需数据填在表格空白处,并计算CBR2.5和CBR5,P判断该试验是否重做。<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7(已知:量力环校正系数C=200N/0.01mm,贯入杆直径d=50mm<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7荷载测力计百分表读数R<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
单位压力P(KPa)<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
百分表读数(0.01mm<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
贯入量Lmm<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE70.9<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
(92)<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
60.5<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
(0.61)<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE71.8<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
(183)<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
106.5<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
(1.07)<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE72.9<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
(<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
151<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE74.0<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
194<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE74.8<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
240.5<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE75.1<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
286<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7解:根据贯入杆的单位压力计算公式<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
P=C*R/A<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7则P=200X0.9/1963=0.092 <8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
MPa<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
0.092X1000=9(KPa)<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
P=200X1.8/1963=0.183 MPa<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
0.183X1000=183 (MPa)<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
(其中 A=1/4Πd2<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
=1/4X3.14X502 =1963<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7请问,贯入量是如何计算的?<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE71 某工地地基原状土直剪试验(快剪)结果如下表,试求该地基的强度指标<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
σ (KPa)<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
| 100<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
| 200<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
| 300<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
|
τ( KPa)<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
| 100<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
| 108<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
| 115<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
|
<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
解:<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
(1)直剪试验在直角坐标σ~τ关系图是线性的,表达式是τ =σtgΦ+C<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
(2)作图如下:<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
(3)tgΦ=15%200=0.075<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
Φ=4.3o<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
C=100-100tgΦ<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
C=92.5(KPa)<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
请问我这样做是正确的吗?那么<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
(3)中的tgΦ=15%200中的15和200是怎样确定的?<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
C=100-100tgΦ中的两个100是怎样确定的?<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7
<8J(Èo»bbs.3c3t.comKU}¼a>ÓáE7