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Chongqing pile foundation concrete crushing

Fracturing mechanism and crack expansion rule of concrete

Geometric ModelCoupling of SPH and FemConstitutive Model of Water JetConstitutive Model of Concrete

Johnson–Holmquist–Concrete (JHC) constitutive model was adopted for materials in the state of high hydrostatic pressure, high strain rate, and damage [21]. The strength of concrete is described by normalized equivalent stress as: In the formula, σ* = σ/fc, and σ* ≤ Smax, Smax is the maximum value of normalized equivalent stress. σ* is the normalize...

The detailed particle breakage around the pile in coral sand

2021127  After that, spatial distribution characteristics of particle breakage around the pile were discussed. The methods, detailed particle breakage, and the breakage

: Yu Peng, Hanlong Liu, Chi Li, Xuanming Ding, Xin Deng, Chunyan Wang

Performance of X-Section Concrete Pile Group in Coral

20201023  a reference for the construction of pile foundations in coral sand. Key words: X-section pile group, coral sand, model test, numerical analysis, pile−soil stress

: Yu Peng, Jia-yi Liu, Xuan-ming Ding, Hua-qiang Fang, Chun-yong Jiang

Numerical Analysis of Horizontal Impact Resistance of Rock

2022219  Based on a Wharf project in Chongqing, this stone carries out experimental research and nonlinear finite element analysis on the impact resistance of

:Civil EngineeringGeologyRocks And Stones

Comparative Study on Seismic Response of Pile Group

202289  use the low-rise concrete structures that are supported by pile group foundations. A series of shaking table tests of buildings with nine-pile foundation in coral

Multi-Defect Identification of Concrete Piles Based on Low

202339  In this , under the condition of secondary development of finite element software ABAQUS to obtain the time-domain signal database of six kinds of

The 16th National Symposium on Foundation

2021-05-19 10:25. The 16th National Symposium on Foundation Treatment was successfully held at Chongqing University on May 7th to 9th, 2021. The symposium is hosted by Chinese Institution of Soil Mechanics and

Performance of X-Section Concrete Pile Group in Coral Sand

20201023  To reveal the bearing capacity of the X-section pile group in coral sand, a series of model load tests are conducted. The testing results are presented as load

:Civil EngineeringPublish Year:2020Concrete And Cement

Failure and Remediation of an Embankment on

2020820  The south extension line was constructed as a new part of the Xintai Expressway in Guangdong Province, China. The project required the construction of an embankment over soft soil with a thickness of up

(PDF) Construction Method for Pulling Out

2020121  The present study evaluates the manner in which the pulling-out holes of existing pile foundations influences the static and dynamic characteristics of the surrounding ground by means of a two

Failure modes and failure mechanism of bridge pile

200987  Pile foundation is a widely applied deep foundation type for civil structure. It is easily fit for complex geologic settings and all kinds of load conditions, especially for soft soil foundation. Fig.1 Crushing failure,Hyogoken-Nanbu earthquake Fig 2 Gaps with differential wide opened around the piles, Tangshan earthquake

Yaru LV PostDoc Position PhD Hohai University, Nanjing

Yaru LV, PostDoc Position Cited by 694 of Hohai University, Nanjing Read 29 publications Contact Yaru LV

Chongqing pile foundation concrete crushing amjco.fr

Chongqing pile foundation concrete crushing . Yang XIAO Professor (Full) Professor. 2 Degradation of geomaterials, that is, particle breakage, can be harmful to the full life-cycle stability of practical engineering; for example, rockfill dam, energy-pile foundation, railway (TSC pile) is a new type of steel-concrete composite

Investigation of Engineering Properties of Cement-Stabilized

2021913  In reef engineering, the thickness of the sand layer is usually 5∼10 m, so a cementation layer with a thickness of 0.65∼1.25 m should be designed to improve the bearing capacity of the foundation at least. Figure 15. Deformation modulus of different cement stabilized calcareous sand foundations. 4.

Numerical investigation of the effect of particle gradation on

2022121  Most of the existing design methods of pile were proposed by test results on silicious sand foundation, and the two commonly used gradations in test are fine sand (d 50 = 0.17 mm) for centrifuge testing (Hong et al., 2017, Zhu et al., 2021) and coarse sand (d 50 = 0.6 mm) for 1g model testing (Peng et al., 2020b, Wang et al., 2021b).In this study,

(PDF) Concrete compressive characteristic strength analysis of pile

201321  Abstract and Figures. In this stone a numerical analysis of three-pile caps is developed to study the influence of concrete compressive characteristic strength in pile caps resistance capacity. A

Experimental investigation of inclined RC pile groups under

2021415  A total of 12 RC pile group specimens, consisting of three types of specimens with different inclinations (θ = 18°, 9° and 0°), were designed and fabricated in accordance with the common types of prefabricated piles [19], [20], [21].All the pile groups had the same spacing of pile bottoms being 912 mm, as shown in Fig. 2.The pile bottom

Influence of cement-fly ash-gravel pile-supported approach

2018101  The concrete pile cap is 32 mm thick, connected with the retaining wall as a whole by cast-in-place, which was designed to be rigid in bending compared to the piles. The model embankment has front and side slopes at a ratio of approximately 1.5:1. Four replacement ratios (m = 2.2%, 3.1%, 4.9% and 8.7%) of composite pile foundation are

Experimental investigation of inclined RC pile groups under

2021415  A total of 12 RC pile group specimens, consisting of three types of specimens with different inclinations (θ = 18°, 9° and 0°), were designed and fabricated in accordance with the common types of prefabricated piles [19], [20], [21].All the pile groups had the same spacing of pile bottoms being 912 mm, as shown in Fig. 2.The pile bottom

Influence of cement-fly ash-gravel pile-supported approach

2018101  The concrete pile cap is 32 mm thick, connected with the retaining wall as a whole by cast-in-place, which was designed to be rigid in bending compared to the piles. The model embankment has front and side slopes at a ratio of approximately 1.5:1. Four replacement ratios (m = 2.2%, 3.1%, 4.9% and 8.7%) of composite pile foundation are

Bearing Behavior of Cast-in-Place Expansive Concrete Pile in

2021724  The low side friction of piles in coral sand results in the low bearing capacity of foundations. In this , expansive concrete pile is utilized to improve the bearing capacity of pile foundations in coral sand. Both model tests and numerical simulation are performed to reveal the bearing mechanism of expansive concrete pile in coral sand.

A novel hybrid monopile foundation for offshore wind turbines

2020215  This stone presents a hybrid monopile foundation for offshore wind turbines. It is an ultra-high performance concrete-filled double skin steel tubular structure (CFDST) used as a replacement of the conventional steel tube between the water level and the mudline so as to reduce the monopile diameter and thereby reducing the wave loads

Ultimate bearing capacity of energy piles in dry and

2018515  The influence of thermal loads on the ultimate bearing capacity of energy piles is examined. Five laboratory model tests were carried out to investigate piles equipped with U-shaped and W-shaped heat exchangers in dry and saturated sand. The pile load–displacement relationships were investigated for one, three, and five

Damage evaluation of concrete using iron ore tailings as

202337  Using iron ore tailings (IOTs) as the main aggregate for concrete will not only save crushed stone mining but will also reduce the environmental impact of IOTs. A discrete element model of concrete with realistic IOTs shape was developed using particle flow coding 3D technique. The accuracy of the numerical model was verified with the

PILE Foundations uoanbar.edu.iq

202035  They are used to build pile foundations, which are deep and which cost more than shallow foundations. Despite the cost, the use of piles often is necessary to ensure structural safety. The following list identifies some of the conditions that require pile foundations (Vesic, 1977): 1. When one or more upper soil layers are highly compressible

Comparison of different hard rock drilling methods for bored piles

2012101  Cluster drilling is a proven method to penetrate rocks with strengths exceeding 100 MPa. The method has been used successfully for decades in America, Asia and Europe for applications in the

Seismic Response and Design of Pile Foundations

2020826  earthquake investigations indicated that pile foundation damage was due to the large superstructure inertial load. The failure mechanism included crushing of the concrete at the pile-head, as seen in Figure 2(e), as well as flexural-shear failure in the pile. Pile foundation for facilities at the Rokko and Port Islands experienced severe damage due

Centrifugal model test of post-grouting pile group in loess

2021121  Its reinforcement mechanism is to use pressure to inject cement slurry into the pile end, and the slurry has filling, compaction and splitting effect on the soil. After solidification, the strength of the soil at the pile end is increased, so as to improve the bearing capacity of the pile foundation and reduce the settlement [[1], [2], [3]].

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حول لدينا

تأسست شركة Henan Lrate للعلوم والتكنولوجيا المحدودة التي تصنع معدات التكسير والطحن الكبيرة والمتوسطة الحجم في عام 1987. وهي شركة مساهمة حديثة مع البحث والتصنيع والمبيعات معًا.

على مدار أكثر من 30 عامًا ، تلتزم شركتنا بنظام الإدارة العلمية الحديث والتصنيع الدقيق والريادة والابتكار. الآن أصبحت LIMING رائدة في صناعة تصنيع الآلات المحلية والخارجية.

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