Cite Article

Peat Soil Improvement Method Using Woven Bamboo and Cerucuk

Choose citation format

BibTeX

@article{IJASEIT4199,
   author = {Ratna Dewi and Yulia Hastuti and Yulindasari Sutejo and Maulid M. Iqbal and Muhammad Arfan},
   title = {Peat Soil Improvement Method Using Woven Bamboo and Cerucuk},
   journal = {International Journal on Advanced Science, Engineering and Information Technology},
   volume = {10},
   number = {4},
   year = {2020},
   pages = {1617--1623},
   keywords = {cerucuk; woven bamboo; peat soil improvement; problematic soil.},
   abstract = {Most of the land in South Sumatera is the problematic soil, one of that is peat. Peat has low soil bearing capacity, and it becomes a problem when construction is built. Before the installation process, it is necessary to handle that soil. Soil improvement that can be done on peat to increase the bearing capacity value is the reinforcement method or physical stabilization. The results of research on woven bamboo and cerucuk are used as reinforcement material, which is expected to be an alternative to improve soil bearing capacity. The research methodology used was on the scale of the laboratory and analyzed by comparing the soil bearing capacity without reinforcement in bearing capacity ratio (BCR). The maximum bearing capacity with cerucuk reinforcement and without woven bamboo is 39.33 kPa with variations of the two outer rods of the left and right sides from 750 angle toward the foundation plane. However, using the 3 layers of reinforcement woven bamboo that is combined with cerucuk, which has diameter 1,5 cm and length 60 cm generates the highest soil bearing capacity value. The maximum of bearing capacity is 58 kPa. The BCR is 10,88 or in percentage is 988,2%, or 10 times greater than bearing capacity without reinforcement. So, it can be inferred that woven bamboo and cerucuk are used as an alternative to improve bearing capacity on peat soil.},
   issn = {2088-5334},
   publisher = {INSIGHT - Indonesian Society for Knowledge and Human Development},
   url = {http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=4199},
   doi = {10.18517/ijaseit.10.4.4199}
}

EndNote

%A Dewi, Ratna
%A Hastuti, Yulia
%A Sutejo, Yulindasari
%A Iqbal, Maulid M.
%A Arfan, Muhammad
%D 2020
%T Peat Soil Improvement Method Using Woven Bamboo and Cerucuk
%B 2020
%9 cerucuk; woven bamboo; peat soil improvement; problematic soil.
%! Peat Soil Improvement Method Using Woven Bamboo and Cerucuk
%K cerucuk; woven bamboo; peat soil improvement; problematic soil.
%X Most of the land in South Sumatera is the problematic soil, one of that is peat. Peat has low soil bearing capacity, and it becomes a problem when construction is built. Before the installation process, it is necessary to handle that soil. Soil improvement that can be done on peat to increase the bearing capacity value is the reinforcement method or physical stabilization. The results of research on woven bamboo and cerucuk are used as reinforcement material, which is expected to be an alternative to improve soil bearing capacity. The research methodology used was on the scale of the laboratory and analyzed by comparing the soil bearing capacity without reinforcement in bearing capacity ratio (BCR). The maximum bearing capacity with cerucuk reinforcement and without woven bamboo is 39.33 kPa with variations of the two outer rods of the left and right sides from 750 angle toward the foundation plane. However, using the 3 layers of reinforcement woven bamboo that is combined with cerucuk, which has diameter 1,5 cm and length 60 cm generates the highest soil bearing capacity value. The maximum of bearing capacity is 58 kPa. The BCR is 10,88 or in percentage is 988,2%, or 10 times greater than bearing capacity without reinforcement. So, it can be inferred that woven bamboo and cerucuk are used as an alternative to improve bearing capacity on peat soil.
%U http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=4199
%R doi:10.18517/ijaseit.10.4.4199
%J International Journal on Advanced Science, Engineering and Information Technology
%V 10
%N 4
%@ 2088-5334

IEEE

Ratna Dewi,Yulia Hastuti,Yulindasari Sutejo,Maulid M. Iqbal and Muhammad Arfan,"Peat Soil Improvement Method Using Woven Bamboo and Cerucuk," International Journal on Advanced Science, Engineering and Information Technology, vol. 10, no. 4, pp. 1617-1623, 2020. [Online]. Available: http://dx.doi.org/10.18517/ijaseit.10.4.4199.

RefMan/ProCite (RIS)

TY  - JOUR
AU  - Dewi, Ratna
AU  - Hastuti, Yulia
AU  - Sutejo, Yulindasari
AU  - Iqbal, Maulid M.
AU  - Arfan, Muhammad
PY  - 2020
TI  - Peat Soil Improvement Method Using Woven Bamboo and Cerucuk
JF  - International Journal on Advanced Science, Engineering and Information Technology; Vol. 10 (2020) No. 4
Y2  - 2020
SP  - 1617
EP  - 1623
SN  - 2088-5334
PB  - INSIGHT - Indonesian Society for Knowledge and Human Development
KW  - cerucuk; woven bamboo; peat soil improvement; problematic soil.
N2  - Most of the land in South Sumatera is the problematic soil, one of that is peat. Peat has low soil bearing capacity, and it becomes a problem when construction is built. Before the installation process, it is necessary to handle that soil. Soil improvement that can be done on peat to increase the bearing capacity value is the reinforcement method or physical stabilization. The results of research on woven bamboo and cerucuk are used as reinforcement material, which is expected to be an alternative to improve soil bearing capacity. The research methodology used was on the scale of the laboratory and analyzed by comparing the soil bearing capacity without reinforcement in bearing capacity ratio (BCR). The maximum bearing capacity with cerucuk reinforcement and without woven bamboo is 39.33 kPa with variations of the two outer rods of the left and right sides from 750 angle toward the foundation plane. However, using the 3 layers of reinforcement woven bamboo that is combined with cerucuk, which has diameter 1,5 cm and length 60 cm generates the highest soil bearing capacity value. The maximum of bearing capacity is 58 kPa. The BCR is 10,88 or in percentage is 988,2%, or 10 times greater than bearing capacity without reinforcement. So, it can be inferred that woven bamboo and cerucuk are used as an alternative to improve bearing capacity on peat soil.
UR  - http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=4199
DO  - 10.18517/ijaseit.10.4.4199

RefWorks

RT Journal Article
ID 4199
A1 Dewi, Ratna
A1 Hastuti, Yulia
A1 Sutejo, Yulindasari
A1 Iqbal, Maulid M.
A1 Arfan, Muhammad
T1 Peat Soil Improvement Method Using Woven Bamboo and Cerucuk
JF International Journal on Advanced Science, Engineering and Information Technology
VO 10
IS 4
YR 2020
SP 1617
OP 1623
SN 2088-5334
PB INSIGHT - Indonesian Society for Knowledge and Human Development
K1 cerucuk; woven bamboo; peat soil improvement; problematic soil.
AB Most of the land in South Sumatera is the problematic soil, one of that is peat. Peat has low soil bearing capacity, and it becomes a problem when construction is built. Before the installation process, it is necessary to handle that soil. Soil improvement that can be done on peat to increase the bearing capacity value is the reinforcement method or physical stabilization. The results of research on woven bamboo and cerucuk are used as reinforcement material, which is expected to be an alternative to improve soil bearing capacity. The research methodology used was on the scale of the laboratory and analyzed by comparing the soil bearing capacity without reinforcement in bearing capacity ratio (BCR). The maximum bearing capacity with cerucuk reinforcement and without woven bamboo is 39.33 kPa with variations of the two outer rods of the left and right sides from 750 angle toward the foundation plane. However, using the 3 layers of reinforcement woven bamboo that is combined with cerucuk, which has diameter 1,5 cm and length 60 cm generates the highest soil bearing capacity value. The maximum of bearing capacity is 58 kPa. The BCR is 10,88 or in percentage is 988,2%, or 10 times greater than bearing capacity without reinforcement. So, it can be inferred that woven bamboo and cerucuk are used as an alternative to improve bearing capacity on peat soil.
LK http://ijaseit.insightsociety.org/index.php?option=com_content&view=article&id=9&Itemid=1&article_id=4199
DO  - 10.18517/ijaseit.10.4.4199