Patents
- [1],一种预应力孔道灌浆密实度的测量装置及方法
- [2] , 陈启文,Zhang Bingqiang,一种基坑开挖引起旁侧管道横向附加内力的确定方法
- [3] , 陈福全,Zhang Bingqiang,一种不均匀地层沉降引起埋地管道纵向力学响应的确定方法
- [4] , Pan qinfeng,刘海,Zhang Bingqiang,一种模拟埋地管道受局部地基沉降影响的试验装置
- [5] , 吴晨,Wang Dongmei,赵振伟,tony,Zhao Weihua,Lei Hujun,Zhang Bingqiang,Chen Junhao,林贤文,Zang Wanjun,一种超前地质预报系统送泥杆
- [6]Wang Qiyun,基于半盖挖法的软弱富水地层地铁基坑加固开挖方法
- [7] , 赵文娟,LINSHANGSHUN,李志高,Wu Chen,刘耀星,tony,一种用于隧道加固的高强波纹板结构
- [8]Wang Qiyun , Chen Junhao,Lei Hujun,Zhao Weihua,mayongchao,Zang Wanjun,Zhang Bingqiang,岩土工程模型试验的加载装置
- [9]Wang Qiyun , tony,Zang Wanjun,Chen Junhao,Zhang Bingqiang,肖南雄,软弱富水地层中既有地下结构的连接通道施工方法
- [10]Wang Qiyun , Chen Junhao,Zang Wanjun,Zhang Bingqiang,项玉龙,一种模拟基坑被动区加固的试验装置
|
-
王启云
 ZipCode:bb81213e3e8c675af1d08384c36a65c78d234cf597720ef65b8d4da8bddd406f8b400718d4ca1caf1033cf9424e389c6ff64455d596496ec6186b1f3fa42b4d3a53490e0edb286486de5d3a230e6a55a99d2ffc3af8a28cfa7a062142831d9c6e83af6019621bd8c09759bac1a76156c88ee31fb26a5d85e8e54fabef9f03cef PostalAddress:008155080a52d4fa2decc6654e4711c992eb48928c2aa4abf145630db66ee5574d3a82e7e6dd330faad08ec83ef78c5b3da2e8b3718229f4106412c5ad2554678b023da9babdaed9af345e9ce3a2611c3f6af9fca4fbc06132c9ed9b2642b2d6f6fd4eeca0d1c56e98bd66af4719be74a7d83b20c597142d9bebecd0972a6fb2 Telephone:64baaed323351427a810de2c849efbafd8cb974e652c4a67d5280cf653325c43c494db24c1f3f863d3078d57923799aa189799309abc92e079437c93624185234c27f8b8885b7497ad6c63567c080faef61fa1c4e8a4ff006574f1e05bd4efc313e7bd6f87bd72dafbd01e15d2959b375f852c618975a293b0e6153373460f50 email:01f6bba62f34c81069a4e2ba67c8d9e9a922b1a20601612e23fb1d6f4b72aa5f8dfa88b84519a3045782f01f4b8e85b7aacb62e4d7a2f95b3290bb2bfb79de4dc528b77b6d98aca316af312440a24907d21d6602b4dd24591c06d01b5804c2043d10bb82e9f01524151b1a6c7676c88fbdf2b2b036c75e9a6d2441625131377c
|
MOBILE Version
