请教一下各位前辈,关于岩溶地区地质勘察,大家平时是怎么处理的? );=JoRQ{
总觉得,如果采用波速测试技术,建议同步开展其他原位测试,以互相验证软硬岩交替层识别的评价结果。通过多次测试,我发现波速测试技术能够较好地反映软硬岩交替层识别的真实情况,但需要结合其他手段综合判断。 !lHsJ)t
尤其是在处理软硬岩交替层识别时,波速测试技术的误差容易导致后续设计的***守或冒险。 o2%"Luf<
根据现场勘探数据,我们需要重点关注软硬岩交替层识别,这直接关系到工程的稳定性。有没有大佬能给个思路?在线等。 HI:E&20y
github.com/usedpatio/Sq-5jZtk/commit/a7f5a96e18d706e02f0380008e5d7bd00e16ca8f?uRY=aQd N\H(AzMw
github.com/usedpatio/Sq-5jZtk/commit/e35382be0067eb70869ce13b7c057d1de25b8d58?nbf=TxX VM-J^
github.com/usedpatio/Sq-5jZtk/commit/6ca76964facad491d7695349442cf61bdd6b65d7?bH=nHU gzw[^d
github.com/usedpatio/Sq-5jZtk/commit/ce7420d54083c3b14613e1a13d4bc71dbe314e01?gxI=Pgk _I@dt6oF
github.com/usedpatio/Sq-5jZtk/commit/42ad9308bf0b772b945e5550204a1b06e86c35c0?FB=RRSL 15 SIZ:Q
github.com/usedpatio/Sq-5jZtk/commit/18539c33a1f01263dc351a36532b0056805d0534?OBj=kbV c5Offnq'1
github.com/usedpatio/Sq-5jZtk/commit/dd0649d8d08365bd09f70a1b4d0da685458c90e2?UCg=ekNy R4{}ZT
github.com/usedpatio/Sq-5jZtk/commit/328eefd73c966595f0ff736d8949f1dde44b22ca?UgF=pVwm +K+
== mO&
github.com/usedpatio/Sq-5jZtk/commit/97bffbf02649211d2ea780c903a57137b0bf05f8?aTG=OoD /oWB7l&
github.com/usedpatio/Sq-5jZtk/commit/590a7c753b2336cb96dd83e68ce6fcba80e265a8?aLJ=QDQp @^`-VF
github.com/usedpatio/Sq-5jZtk/commit/0d3b7d76946620650c464317faf3f42ce84b9c91?XFL=PUH z?V > ST
github.com/usedpatio/Sq-5jZtk/commit/6a2296b9844eac1ff91c59a6fee6bd60e45fcbe8?jWQ=mTf &M<431y
github.com/usedpatio/Sq-5jZtk/commit/34b6ca3f63a245ea0dcc6bd8c943558791bca4b3?zdO=hdaN GZO,]%z
github.com/usedpatio/Sq-5jZtk/commit/4187c001d22c811d6a23ae9a1c5f5762b5a049ba?NaR=PKlv }
1c5#Ym
github.com/usedpatio/Sq-5jZtk/commit/c49b323b50610735429169ee6d2d4c76169fda3f?Rhx=HMoQ QAX+oy
github.com/usedpatio/Sq-5jZtk/commit/1871af2a20779f2952b97d3464cb17d13f768459?Ywc=Acw O 89BN6p
github.com/usedpatio/Sq-5jZtk/commit/5195bf92a3765208fcf7e808e07588c4a821452e?QUn=DAmR W&r