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[文章] 浅议水利工程混凝土坝基地质 [复制链接]

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浅议水利工程混凝土坝基地质
                                                                                                                                                                                                                                        
                                                                                                                                           发布时间:                                                                                                                        2007-9-19 8:58:05    浏览次数:                                                                                                                                47
                                                                                                                        
        3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
                                                                                                                        
风化程度全风化强风化弱风化微风化新鲜
岩石风化程度系数<0.20.2~0.40.4~0.750.75~0.90>0.9
3.根据点荷载强度指标划分风化带岩石点荷载试验适用于各类岩石,试验时将岩石试样置于两个球端园台之间,利用球端园台状加荷器施加点荷载,直至试件破坏。记录和量测试样破坏时的极限压力P(N)和加荷点间距离D(cm),计算点荷载强度IS(MPa):3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
P3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
IS=3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
D2(5.3.1-2)3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
  式中IS为未经修正的岩石点荷载强度(MPa)。并求出相当于标准直径50mm时点荷载强度IS(50)。换算方法参见GB/T50266-99《工程岩体试验方法标准》(国标)及GB50218-94《工程岩体分级标准》(国标)。本法测定风化岩石强度,并用来划分岩体风化分带,简捷、经济,可直接在现场或室内进行,值得推广应用。现将一些研究者根据点荷载强度划分岩体风化带标准,见表5.3.1-5。3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
表5.3.1-5 据点荷载强度指标划分岩体风化带的界限值(据陆兆溱2001.10)3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
研究者岩石名称指标名称岩体风化程度
全风化强风化弱(中)风化微风化新鲜
T.Y.伊凡花岗岩IS(MPa)<0.10.1~44~66~10>10
崔冠英花岗岩点荷载抗拉强度(MPa)<1.01.0~5.05.0~8.08.0~10>10
陆兆溱等混合花岗岩,混合花岗片麻岩IS(50)(MPa)<1.01~55~88~12>12
水电部华东院闽浙花岗岩IS(MPa)<1.01~55~99~11>11
三峡工程闪云斜长花岗岩IS(MPa)3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
<1弱上1~3弱下3~77~9>9
胡敏慧结晶片岩片理IS(MPa)0.080.4~2.04.1~6.07.2
3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
 4.根据波速比和标准贯入试验击数划分风化带波速比即波速衰减系数,表达式为3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
Vpw3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
KV=3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
Vpf(5.3.1-3) 3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
  式中:Vpw、Vpf分别为风化岩体和新鲜岩体纵波速度(m/s),KV为波速比。《岩土工程勘察规范》《水利水电工程地质勘察规范》中应用波速比KV和风化系数Kf给定各风化分带的特征值,见表5.3.1-6。对花岗岩类岩体,可用标准贯入试验击数N63.5划分残积土和全、强风化带。见表5.3.1-6。3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
表5.3.1-6 岩石按风化程度分类标准3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
岩石3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
类别3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
风化程度3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
风化程度划分参数3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
压缩波速度υp3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
(m/s)3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
波速比3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
Kv3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
风化系数3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
Kf3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
标贯击数3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
N63.53Ù~Šõw95¿bbs.3c3t.com`r´f<Á
点荷载强度Is(50)(MPa)3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
动弹模Ed3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
(×103MPa)3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
硬质3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
岩石3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
新鲜(未风化)3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
>50003Ù~Šõw95¿bbs.3c3t.com`r´f<Á
0.9~1.03Ù~Šõw95¿bbs.3c3t.com`r´f<Á
0.9~1.03Ù~Šõw95¿bbs.3c3t.com`r´f<Á
-3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
>123Ù~Šõw95¿bbs.3c3t.com`r´f<Á
>363Ù~Šõw95¿bbs.3c3t.com`r´f<Á
微风化3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
4000~50003Ù~Šõw95¿bbs.3c3t.com`r´f<Á
0.8~0.93Ù~Šõw95¿bbs.3c3t.com`r´f<Á
0.8~0.93Ù~Šõw95¿bbs.3c3t.com`r´f<Á
-3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
8~123Ù~Šõw95¿bbs.3c3t.com`r´f<Á
18~363Ù~Šõw95¿bbs.3c3t.com`r´f<Á
中等风化3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
2000~40003Ù~Šõw95¿bbs.3c3t.com`r´f<Á
0.6~0.83Ù~Šõw95¿bbs.3c3t.com`r´f<Á
0.4~0.83Ù~Šõw95¿bbs.3c3t.com`r´f<Á
-3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
5~83Ù~Šõw95¿bbs.3c3t.com`r´f<Á
8~183Ù~Šõw95¿bbs.3c3t.com`r´f<Á
强风化3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
1000~20003Ù~Šõw95¿bbs.3c3t.com`r´f<Á
0.4~0.63Ù~Šõw95¿bbs.3c3t.com`r´f<Á
<0.43Ù~Šõw95¿bbs.3c3t.com`r´f<Á
≥503Ù~Šõw95¿bbs.3c3t.com`r´f<Á
1~53Ù~Šõw95¿bbs.3c3t.com`r´f<Á
2~83Ù~Šõw95¿bbs.3c3t.com`r´f<Á
全风化3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
500~10003Ù~Šõw95¿bbs.3c3t.com`r´f<Á
0.2~0.43Ù~Šõw95¿bbs.3c3t.com`r´f<Á
-3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
50>N≥303Ù~Šõw95¿bbs.3c3t.com`r´f<Á
<13Ù~Šõw95¿bbs.3c3t.com`r´f<Á
<23Ù~Šõw95¿bbs.3c3t.com`r´f<Á
残积土3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
<5003Ù~Šõw95¿bbs.3c3t.com`r´f<Á
<0.23Ù~Šõw95¿bbs.3c3t.com`r´f<Á
-3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
<303Ù~Šõw95¿bbs.3c3t.com`r´f<Á
3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
软质岩石3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
新鲜(未风化)3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
>40003Ù~Šõw95¿bbs.3c3t.com`r´f<Á
0.9~1.03Ù~Šõw95¿bbs.3c3t.com`r´f<Á
0.9~1.03Ù~Šõw95¿bbs.3c3t.com`r´f<Á
3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
微风化3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
3000~40003Ù~Šõw95¿bbs.3c3t.com`r´f<Á
0.8~0.93Ù~Šõw95¿bbs.3c3t.com`r´f<Á
0.8~0.93Ù~Šõw95¿bbs.3c3t.com`r´f<Á
3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
中等风化3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
1500~30003Ù~Šõw95¿bbs.3c3t.com`r´f<Á
0.5~0.83Ù~Šõw95¿bbs.3c3t.com`r´f<Á
0.3~0.83Ù~Šõw95¿bbs.3c3t.com`r´f<Á
3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
强风化3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
700~15003Ù~Šõw95¿bbs.3c3t.com`r´f<Á
0.3~0.53Ù~Šõw95¿bbs.3c3t.com`r´f<Á
<0.33Ù~Šõw95¿bbs.3c3t.com`r´f<Á
3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
全风化3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
300~7003Ù~Šõw95¿bbs.3c3t.com`r´f<Á
0.1~0.33Ù~Šõw95¿bbs.3c3t.com`r´f<Á
-3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
残积土3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
<3003Ù~Šõw95¿bbs.3c3t.com`r´f<Á
<0.13Ù~Šõw95¿bbs.3c3t.com`r´f<Á
-3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
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3Ù~Šõw95¿bbs.3c3t.com`r´f<Á
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