Parametric Analysis of Effective Factors on the Seismic Rehabilitation of the Foundations by Network Micropile
The main objective of seismic rehabilitation in the
foundations is decreasing the range of horizontal and vertical
vibrations and omitting high frequencies contents under the seismic
loading. In this regard, the advantages of micropiles network is
utilized. Reduction in vibration range of foundation can be achieved
by using high dynamic rigidness module such as deep foundations. In
addition, natural frequency of pile and soil system increases in regard
to rising of system rigidness. Accordingly, the main strategy is
decreasing of horizontal and vertical seismic vibrations of the
structure. In this case, considering the impact of foundation, pile and
improved soil foundation is a primary concern. Therefore, in this
paper, effective factors are studied on the seismic rehabilitation of
foundations applying network micropiles in sandy soils with
nonlinear reaction.
[1] Mohanad alfach."Influence of Soil Plasticity on the Seismic
Performance of Pile Foundations - a 3D Numerical Analysis".Jordan
Journal of Civil Engineering, Volume 6, no 4, 2012
[2] M. Hesham El Naggar."Seismic Performance Of A Single Micropile In
Layered Soil". The University of Western Ontario. September 27, 2007
[3] "Fhwa Supported Structures Research Seismic Behavior Of
Micropiles".Research Report Agreement T2696, Task 02 Micropiles.
January 2005
[4] Shanzhi Shu."Influence of Sand State on Network effect of Micropiles".
[5] Jianxun Yang."Kinematic Soil-Micropile Interaction".12 WCEE 2000
[6] Yamane Takashi. "Efficiency Of Micropile For Seismic Retrofit Of
Foundation System". 12 Wcee 2000
[7] James Mason. "Seismic Design Concepts And Issues For Reticulated
Micropile Foundation Systems". 1998
[8] H. Brandl. "Ground Support - Reinforcement, Composite Structures"
[9] Characterizing Pile Foundations for Evaluation of Performance Based
Seismic Design of Critical Lifeline Structures
[10] A numerical investigation into effect of single and multiple frequency
earthquake motions.
[11] Ata Aghaei Araei. "Loading Frequency Effect On Stiffness , Damping
And Cyclic Strenth OF Modeled Rockfill Materials". Soil Dynamics and
Earthquake Engineering. Vol 33, 2012
[12] Engineering Analysis Of The Dynamic Behavior Of Micropile Systems
[13] Ali Nour. "Finite element model for the probabilistic seismic response of
heterogeneous soil profile". Soil Dynamics And Earthquake
Engineering, Vol 23, 2003
[14] Jiewu Meng. "Earthquake ground motion simulation with frequencydependent
soil properties". Soil Dynamics And Earthquake Engineering,
Vol 27, 2007
[15] F. Jafarzadeh. "Experimental study on dynamic properties of sand with
emphasis on the degree of saturation". Soil Dynamics And Earthquake
Engineering, Vol 32, 2012
[16] A. Aghaei Araei. "Loading frequency effect on stiffness, damping and
cyclic strength of modeled rockfill materials". Soil Dynamics And
Earthquake Engineering, Vol 33, 2012
[17] Joo Chai Wong. "Seismic Behavior Of Micropiles". Washington State
University, Thesis, May 2004
[18] Juran. "The State Of Practice. Part II:Design Of Single Micropiles And
Groups And Networks Of Micropiles". Ground Improvement, Vol 3,
1999
[19] p.seco e pinto. "Earthquake geotechnical engineering". Book, Vol 3,
1999
[20] Lateral support systems and underpinning - vol II
[21] A. Elsalfiti. "Skin Friction of Micropiles Embedded in Gravelly Soils".
Concordia University Montral Canada, Thesis, November 2011
[22] Y. tsukada. "Mechanism of bearing capacity of spread footings
reinforced with micropiles". Soil And Foundations, Japanese
Geotechnical Society, Vol 46, No 3, June 2006
[23] Centrifuge model test on pile group effect of pile foundation reinforced
by micropile
[24] L. You. "Behavior of micropile foundations under inclined loads in
laboratory tests". Lowland Technology International, Vol 5, No 2,
December 2003
[25] A. Giannakou "Seismic Behavior of Batter Piles: Elastic Response".
Journal Of Geotechnical And Geoenvironmental Engineering,
September 2010
[26] H. Poulos. "Pile Foundation And Design". Book, The University Of
Sydney.
[1] Mohanad alfach."Influence of Soil Plasticity on the Seismic
Performance of Pile Foundations - a 3D Numerical Analysis".Jordan
Journal of Civil Engineering, Volume 6, no 4, 2012
[2] M. Hesham El Naggar."Seismic Performance Of A Single Micropile In
Layered Soil". The University of Western Ontario. September 27, 2007
[3] "Fhwa Supported Structures Research Seismic Behavior Of
Micropiles".Research Report Agreement T2696, Task 02 Micropiles.
January 2005
[4] Shanzhi Shu."Influence of Sand State on Network effect of Micropiles".
[5] Jianxun Yang."Kinematic Soil-Micropile Interaction".12 WCEE 2000
[6] Yamane Takashi. "Efficiency Of Micropile For Seismic Retrofit Of
Foundation System". 12 Wcee 2000
[7] James Mason. "Seismic Design Concepts And Issues For Reticulated
Micropile Foundation Systems". 1998
[8] H. Brandl. "Ground Support - Reinforcement, Composite Structures"
[9] Characterizing Pile Foundations for Evaluation of Performance Based
Seismic Design of Critical Lifeline Structures
[10] A numerical investigation into effect of single and multiple frequency
earthquake motions.
[11] Ata Aghaei Araei. "Loading Frequency Effect On Stiffness , Damping
And Cyclic Strenth OF Modeled Rockfill Materials". Soil Dynamics and
Earthquake Engineering. Vol 33, 2012
[12] Engineering Analysis Of The Dynamic Behavior Of Micropile Systems
[13] Ali Nour. "Finite element model for the probabilistic seismic response of
heterogeneous soil profile". Soil Dynamics And Earthquake
Engineering, Vol 23, 2003
[14] Jiewu Meng. "Earthquake ground motion simulation with frequencydependent
soil properties". Soil Dynamics And Earthquake Engineering,
Vol 27, 2007
[15] F. Jafarzadeh. "Experimental study on dynamic properties of sand with
emphasis on the degree of saturation". Soil Dynamics And Earthquake
Engineering, Vol 32, 2012
[16] A. Aghaei Araei. "Loading frequency effect on stiffness, damping and
cyclic strength of modeled rockfill materials". Soil Dynamics And
Earthquake Engineering, Vol 33, 2012
[17] Joo Chai Wong. "Seismic Behavior Of Micropiles". Washington State
University, Thesis, May 2004
[18] Juran. "The State Of Practice. Part II:Design Of Single Micropiles And
Groups And Networks Of Micropiles". Ground Improvement, Vol 3,
1999
[19] p.seco e pinto. "Earthquake geotechnical engineering". Book, Vol 3,
1999
[20] Lateral support systems and underpinning - vol II
[21] A. Elsalfiti. "Skin Friction of Micropiles Embedded in Gravelly Soils".
Concordia University Montral Canada, Thesis, November 2011
[22] Y. tsukada. "Mechanism of bearing capacity of spread footings
reinforced with micropiles". Soil And Foundations, Japanese
Geotechnical Society, Vol 46, No 3, June 2006
[23] Centrifuge model test on pile group effect of pile foundation reinforced
by micropile
[24] L. You. "Behavior of micropile foundations under inclined loads in
laboratory tests". Lowland Technology International, Vol 5, No 2,
December 2003
[25] A. Giannakou "Seismic Behavior of Batter Piles: Elastic Response".
Journal Of Geotechnical And Geoenvironmental Engineering,
September 2010
[26] H. Poulos. "Pile Foundation And Design". Book, The University Of
Sydney.
@article{"International Journal of Earth, Energy and Environmental Sciences:54547", author = "Keivan Abdollahi and Alireza Mortezaei", title = "Parametric Analysis of Effective Factors on the Seismic Rehabilitation of the Foundations by Network Micropile", abstract = "The main objective of seismic rehabilitation in the
foundations is decreasing the range of horizontal and vertical
vibrations and omitting high frequencies contents under the seismic
loading. In this regard, the advantages of micropiles network is
utilized. Reduction in vibration range of foundation can be achieved
by using high dynamic rigidness module such as deep foundations. In
addition, natural frequency of pile and soil system increases in regard
to rising of system rigidness. Accordingly, the main strategy is
decreasing of horizontal and vertical seismic vibrations of the
structure. In this case, considering the impact of foundation, pile and
improved soil foundation is a primary concern. Therefore, in this
paper, effective factors are studied on the seismic rehabilitation of
foundations applying network micropiles in sandy soils with
nonlinear reaction.", keywords = "Micropile network, rehabilitation, vibration, seismic load.", volume = "7", number = "6", pages = "309-8", }
