Wyniki wyszukiwania dla: BEARING CAPACITY, DRIVEN PILE, LATERAL STRESS, PORE WATER PRESSURE, SOIL IMPROVEMENT

• Effects of full displacement pile installation on the stress and deformation state of surrounding soil: review

  Publikacja

  • W. F. Kabeta

  - Archives of Civil Engineering - Rok 2022

  Several field and model tests have been conducted to investigate the impact of pile installation on bearing capacity. However, little is known about how piles behave during installation, how they interact with the surrounding soil, and how this affects sandy soil properties. This review paper investigates the effect of pile driving on surrounding sandy soil as it compacts sandy soil near to the pile. For this purpose, various related...

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• Large deformation modelling of CPT probing in soft soil—pore water pressure analysis

  Publikacja

  • J. Konkol
  • L. Bałachowski

  - Rok 2018

  This paper presents the results of finite element modelling with Updated Lagrangian formulation of the Cone Penetration Test in soft soil deposit located in Jazowa, Poland. The numerical calculations are carried out for homogenous, normally consolidated, organic soil layer. The Modified Cam Clay constitutive model for soft soil and Coulomb model for interface are used. The study compares the registered pore water pressure distributions...

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• Estimation of Screw Displacement Pile-Bearing Capacity Based on Drilling Resistances

  Publikacja

  • A. Krasiński

  - Studia Geotechnica et Mechanica - Rok 2023

  This article presents an engineering, empiricalmethod of estimating the bearing capacity and settlementcharacteristics Q-s of screw displacement piles andcolumns, based on soil resistance encountered during thedrilling to form piles/columns in the ground. The methodwas developed on the basis of correlation analyses of thetest results of 24 piles made during the “DPDT-Auger”research project (Krasiński et al., 2022a). In the proposedmethod,...

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• LDFEM analysis of pore water pressure development in cohesive soil due to FDP auger drilling

  Publikacja

  • J. Konkol
  • L. Bałachowski

  - Rok 2019

  This paper presents the preliminary modelling of FDP auger drilling in soft soil with emphasis on excess pore water pressure (EPWP) development using CEL formulation and Abaqus software suit. The EPWP generation in single points is investigated and the results of a numerical analysis are compared with the field measurements. It is found that numerical model qualitatively reflects the field measurements. However,...

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• Pore Water Pressure Development in Soft Soil due to Installation and Loading of Controlled Modulus Columns

  Publikacja

  • L. Bałachowski
  • J. Konkol

  - JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING - Rok 2021

  Excess pore water pressure (EPWP) development and decay due to the installation and static loading tests of controlled modulus columns (CMC) in soft soil was measured with piezometers equipped with low air entry (LAE) filters and a piezocone (CPTU) equipped with a high air entry (HAE) filter. The HAE filter allows for detailed detection of EPWP in short time intervals during construction of CMC. The influence zone due to the installation...

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• INFLUENCE OF TIME ON THE BEARING CAPACITY OF PRECAST PILES

  Publikacja

  • K. Gwizdała
  • P. Więcławski

  - Studia Geotechnica et Mechanica - Rok 2013

  One of the most popular types of foundations in layered subsoil with very differentiated soil shear strengths are precast piles. One of the reasons is a fact that we can well control the driving process during the installation of these piles. The principles of the assessment of bearing capacity and settlements of the piles given by Eurocode 7, concentrate on two main methods, i.e. Static Pile Load Tests (SPLT) and Dynamic Driving...

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• BLOOD PRESSURE

  Czasopisma

  ISSN: 0803-7051 , eISSN: 1651-1999

• Prediction of Pile Shaft Capacity in Tension Based on Some Direct CPT Methods—Vistula Marshland Test Site

  Publikacja

  • Ł. Zwara
  • L. Bałachowski

  - Materials - Rok 2022

  This paper presents different CPT methodologies for the prediction of the pile shaft resistance in tension on the example of three reference screw piles of the Jazowa test site in Poland. The shaft capacity was estimated based on the cone resistance, sleeve friction and CPT excess pore water pressure. Three piles with diameter 0.4 m and the length varied from 8 m to 14.6 m were subjected to static load tests in tension. Their...

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• Prediction of pile shaft capacity in tension based on some direct CPT methods – Vistula Marshland test site

  Publikacja

  • Ł. Zwara
  • L. Bałachowski

  - Materials - Rok 2022

  This paper presents different CPT methodologies for the prediction of the pile shaft resistance in tension on the example of three reference screw piles of the Jazowa test site in Poland. The shaft capacity was estimated based on the cone resistance, sleeve friction and CPT excess pore water pressure. Three piles with a diameter of 0.4 m and the length...

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• Estimation of pile bearing capacity by dynamic and static tests

  Publikacja

  • K. Gwizdała
  • T. Brzozowski
  • M. Blockus

  - Rok 2008

  Badania dynamiczne, szczególnie dla pali wbijanych, w budownictwie hydrotechnicznym stają się coraz bardziej popularne. Badania, poparte formalnie zapisami zawartymi w Eurokodzie 7, wykorzystywane w badaniach ''na wodzie'' i ''na lądzie'' są szybkie i ekonomiczne. Przedstawiono serię badań dla gruntów uwarstwionych dla pali prefabrykowanych żelbetowych, wbijanych stalowych pali rurowych oraz pali Vibro-Fundex. Badania dynamiczne...