1) multiple-arch tunnel with double caves
双洞连拱隧道
1.
Study and application of supervision and inspection in multiple-arch tunnel with double caves
监控量测在双洞连拱隧道中的研究与应用
2) double-arched tunnel
双连拱隧道
1.
Bolting support monitoring of double-arched tunnel;
双连拱隧道锚杆支护监测分析
2.
On construction technology of double-arched tunnel;
浅论双连拱隧道的施工技术
3.
Seepage water treatment of mid-partition wall in double-arched tunnel in expressway;
高速公路双连拱隧道中隔墙渗漏水的防治
3) double-arch tunnel
双连拱隧道
1.
Analysis of influence of blasting vibration on middle wall of a double-arch tunnel;
爆破振动对双连拱隧道中墙的影响分析
2.
Mechanical analysis on construction process of highway double-arch tunnel with 3-heading excavation method;
公路双连拱隧道“三导洞法”施工的力学分析
3.
3D numerical simulation on double-arch tunnel’s construction process;
双连拱隧道施工过程的三维数值模拟
4) double multi-arch tunnel
双连拱隧道
1.
The paper mainly introduced the construction process and supervision of double multi-arch tunnel for reference.
通过双连拱隧道的具体施工工艺,对双连拱隧道的施工过程和监理要点做了详细介绍,对以后的双连拱隧道的施工监理起到借鉴作用。
5) double arch tunnel
双连拱隧道
1.
The brief analysis of Huomachong double arch tunnel construction;
浅析火麻冲双连拱隧道施工
2.
Discussion on the design of double arch tunnel in highway from Daqing to Guangzhou;
浅谈大庆至广州高速公路双连拱隧道设计
6) twin-arch tunnel
双连拱隧道
1.
According to the construction of the twin-arch tunnel of Xiaojinkou,by the statistical analysis of the measurement data of the section 1-1 in the class Ⅱ surrounding rock masses, the mechanical models of the structural members in the twin-arch tunnel are proposed, including the model of the contact stress between the surrounding rock masses and the first lining,.
结合小金口双连拱隧道的建设,通过对Ⅱ类围岩1-1量测断面测试数据信息的处理统计分析,首次建立了双连拱隧道结构构件的力学模型;分析和探讨了隧道围岩变形与围岩类别、开挖方法、支护时机及支护参数之间的关系;初步建立了双连拱隧道施工信息化管理技术计算机系统,这个系统由信息采集、信息传输、信息处理和信息反馈4个子系统组成。
2.
Based on the cases of the Xiaojinkou twin-arch tunnel of Guangzhou-Huizhou Highway and the Xiedipo twin-arch runnel of the Yibin-Shuifu Highway, the elastoplastic model of the plane stain is established and the elastoplastic behavior of the construction of the twin-arch tunnel is simulated and analyzed by the finite element.
针对广东省广惠高速公路小金口双连拱隧道和四川省宜水高速公路鞋底坡双连拱隧道2个工程,应用平面应变弹塑性模型,对双连拱隧道施工过程弹塑性进行了深入的有限元数值分析和模拟,提出了在隧道不同施工工序中塑性区的分布形式,通过这些塑性区的分析,指出了在施工过程中的围岩应力危险区域、围岩支护及监控量测的重点和难点,为施工提出了警示信息。
3.
The article introduces the two twin-arch Tunnel-ChaDao One Tunnel and ChaDao Two Tunnel on the ZhangShi freeway during the second periods from Huashaoying to YuXian.
阐述了张石高速二期化稍营至蔚县(张保界)段高速公路十四标段中的2座双连拱隧道岔道1号隧道和岔道2号隧道,都采用了三导洞开挖方法,收到了很好的工程效果,能够快速安全地成洞。
补充资料：双[1-(4-二甲氨基)苯基2-苯基1,2-二硫代乙烯合镍]
分子式：
CAS号：
性质：紫黑色单斜晶体。熔点277～278℃。溶于苯、甲苯、三氯甲烷等大多数有机溶剂。红外频率υ(C＝S)1190、1165、1140cm-1,红外频率υ(S-C-C-S)880cm-1。由对二甲氨基安息香、五硫化二磷在二噁烷(二氧六环)中反应后,加入镍(Ⅱ)盐溶液制得。用作光学非线性材料。
CAS号：
性质：紫黑色单斜晶体。熔点277～278℃。溶于苯、甲苯、三氯甲烷等大多数有机溶剂。红外频率υ(C＝S)1190、1165、1140cm-1,红外频率υ(S-C-C-S)880cm-1。由对二甲氨基安息香、五硫化二磷在二噁烷(二氧六环)中反应后,加入镍(Ⅱ)盐溶液制得。用作光学非线性材料。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条