[go: up one dir, main page]

Nuzhdin et al., 2016 - Google Patents

Strengthening of pile foundation under dynamic loads by high-pressure injection

Nuzhdin et al., 2016

Document ID
1825838963084989268
Author
Nuzhdin M
Nuzhdin L
Publication year
Publication venue
Challenges and Innovations in Geotechnics: Proceedings of the 8th Asian Young Geotechnical Engineers Conference

External Links

Continue reading at scholar.google.com (other versions)

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/34—Foundations for sinking or earthquake territories
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/01—Flat foundations
    • E02D27/02—Flat foundations without substantial excavation
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/42—Foundations for poles, masts or chimneys
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/34—Concrete or concrete-like piles cast in position; Apparatus for making same
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02—Improving by compacting
    • E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D1/00—Investigation of foundation soil in situ
    • E02D1/02—Investigation of foundation soil in situ before construction work
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/12—Consolidating by placing solidifying or pore-filling substances in the soil
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74—Means for anchoring structural elements or bulkheads
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D33/00—Testing foundations or foundation structures
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls

Similar Documents

Publication Publication Date Title
Ali et al. Model tests on geosynthetic-reinforced stone columns: a comparative study
Yesiller et al. Desiccation and cracking behavior of three compacted landfill liner soils
Niroumand et al. The influence of soil reinforcement on the uplift response of symmetrical anchor plate embedded in sand
US10253472B2 (en) Method for forming a stable foundation ground
Elsaied et al. Behavior of circular footing resting on laterally confined granular reinforced soil
Dhowian Laboratory simulation of field preloading on Jizan sabkha soil
Yadegari et al. Performance of helical soil-nailed walls under bridge abutment
Zhussupbekov et al. Design of anchored diaphragm wall for deep excavation
Mollaei et al. Seismic evaluation of helical soil-nailed walls using shaking table testing
Gnananandarao et al. Performance of T-shaped skirted footings resting on sand
Yazdandoust et al. Failure mechanisms and strain-dependent parameters of helical soil-nailed walls under seismic conditions
Abdrabbo et al. Installation effects of auger cast-in-place piles
Nuzhdin et al. Strengthening of pile foundation under dynamic loads by high-pressure injection
Jayamohan et al. Additional settlement of footing due to loads acting on adjacent foundation
Tanchaisawat et al. Stiffened deep cement mixing (SDCM) pile
US20160215469A1 (en) Expanded Tip Pile
Rashidi et al. Comparative study of anchored wall performance with two facing designs
Makarchian et al. Experimental and numerical study of uplift behavior of anchors embedded in reinforced sand
CN205712060U (en) Preexisting hole sidewise restraint stake
El-Sakhawy et al. Experimental study for the optimization of foundation shapes on soft soil
Wang et al. Field experimental study on vertical bearing capacity of root-caisson foundation
Mondal¹ et al. THE uplift capacity of circular and square batter piles: a numerical study by PLAXIS 3D
Ali et al. An experimental study of stone columns in soft soils
Basack et al. Influence of lateral cyclic load on pile foundation with emphasis on disturbance at ground surface
Niroumand et al. Uplift of symmetrical anchor plates by using grid-fixed reinforced reinforcement in cohesionless soil