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Keyword [foundation engineering]
Result: 81 - 100 | Page: 5 of 7
81. Application Of Unequal Length Double Piles In Chengdu Expansive Soil Foundation Engineering
82. The Deformation Characteristics Research Of H-type Double-row Piles In Foundation Engineering
83. Research And Application Of Prestressed Anchor Rod Combined With Soil Nailing Teachnology In A Residential Area In The Foundation Engineering
84. Application Study Of High Pressure Jet Grouting Pile Under The Precessing Of Gate Damfoundation In Peng Tou Hydropower Station
85. BIM Technology Research On Deep Foundation Pit Supporting Engineering Of City Subway Station
86. Study On Vertical Bearing Capacity Of Screw Piles With Variable Diameters In Composite Foundation Engineering
87. Research On Project Cost Management Of State-Owned Foundation Engineering Corporation
88. Study On Key Construction Technology Of Deep Foundation Engineering For Crossing Existing Subway Station
89. Mud Treatment Technology Of Pile Foundation Engineering
90. Accident Analysis And Treatment Of Pile Foundation In A Soft Land Foundation
91. Research On Optimization Of Foundation Engineering Design For Teaching Building Of The Zigong First Middle School
92. A Study On Improving The Whole Process Cost Management Of KC Company's Foundation Engineering Projects
93. Research On Force-transfering Mechanism Mechanism And Design Calculation Method Of Rigid Long-short Pile Composite Foundation
94. Research On Construction Quality Management System Of Foundation Engineering Based On BIM
95. Research On Structural Selection And Design Of Large Span Spatial Struction
96. Study On The Depth Of Adjacent Building Basement To The Stability Of Foundation Engineering
97. Study On The Influence Of Disturbance Caused By Foundation Excavation On Pile Foundations Of Existing Buildings
98. Model Test Study On Vertical Bearing Behavior Of Composite Foundation With Defective Pile Under Unilateral Row Of Piles
99. Study On The Key Technology Of The Urban Deep Foundation Engineering With Complex Environmental Conditions
100. Effect Of Pre-Stressed Anchor On The Distortion Of Double-Row Piles Supporting Structure
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