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Sulik Anam
Fakultas Teknik Universitas Kadiri
Civil Engineering, Building, Construction & Architecture

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STUDI KASUS STABILITAS STRUKTUR TANAH LEMPUNG PADA JALAN TOTOK KEROT KEDIRI MENGGUNAKAN LIMBAH KERTAS Agata Iwan Candra; Sulik Anam; Zendy Bima Mahardana; Andri Dwi Cahyono
U Karst Vol 2, No 2 (2018): NOVEMBER
Publisher : Kadiri University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1193.615 KB) | DOI: 10.30737/ukarst.v2i2.255

Abstract

The stability of the soil structure is something that needs to be considered in development. Increasing soil structure improvement can be done through various efforts using added materials or compaction processes. This study aims to improve the clay soil on the kerot kediri road using paper waste. The research was conducted experimentally by making samples in the laboratory. The land used is from the Totok Kerot road, Kediri, which has damaged the road surface due to land loans. Waste paper was added at 0% 7.5%, 10%, 15%, and 20% of the weight of the test object. Waste paper is used with pulp after it is dried and pulverized to a certain gradation. The tests carried out include the Consistency Limit (Atterberg Limit) and Soil Compaction (Proctor) tests. The results showed that the addition of waste paper affects the original properties of the soil. The addition of paper moisture content decreases the Plastic Index value and increases the dry volume of the soil. The addition of waste paper content also increases the volume of dry soil water but decreases after reaching the optimum point, namely at 10% paper waste content and 9.96% water content with a dry volume weight value of 1.97gr/cm3. The greater the dry volume of soil, the dry density indicates that the soil is getting higher. So that by knowing these results, it can be used as a reference in the process of repairing and backfilling the soil on the Totok Kerot Kediri road.
PERENCANAAN PONDASI BORE PILE PADA PROYEK JEMBATAN NGUJANG II KAB.TULUNGAGUNG Heri Wahyudiono; Sulik Anam
U Karst Vol 2, No 1 (2018): APRIL
Publisher : Kadiri University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (310.481 KB) | DOI: 10.30737/ukarst.v2i1.356

Abstract

The method used in analyzing the foundation of this research is the Mayerhof method and the RSNI-T-02-2015 based  approach  to standard  loading  for bridges,  thus obtaining  a  total vertical load of 770,121 tons, using a bore foundation 80 cm in diameter with the mayerhof method number of poles 15 with a  distance  of 2 meters, so the bearing  capacity  of the foundation pile group: Qug 852,1889 tons> from the load carried (Pu) 770,121 tons (okay), one-way control conditions φVc shear force, 6754,405> Vu, shear strength concrete, 369,490 (okay), two-way control conditions, cVc shear force, 9885.9 tons> Vc concrete shear strength 5088,825 tons (okay), reinforcement bore pile foundation. Vc. Shear force 48,593 <Φ  * Vc concrete shear resistance 60,625 (okay) the number of  staple reinforcement needed 21 d19 and  stirrup  reinforcement  d13,  according  to  the  calculation,  15  bore  piles  are  able  to withstand the burdens of the upper bridge structure. Keywords: bore pile foundation of the mayerhof method  Metode yang di pergunakan  dalam  melakukan analisa  pada  pondasi  pada  penelitian  ini adalah  metode Mayerhof dan  pendekatan  berdasarkan   RSNI-T-02-2015 tentang  standar pembebanan untuk jembatan ,maka didapat total beban vertikal 770,121 ton, menggunakan pondasi bore diameter 80 cm dengan metode mayerhof jumlah tiang 15 dengan jarak 2 meter, jadi daya dukung tanah pondasi tiang kelompok: Qug 852,1889 ton > dari beban yang di pikul (Pu )770,121 ton(oke),control satu arah  syarat  φVc gaya geser, 6754,405 >  Vu,kuat geser beton,369,490 (oke),kontrol dua arah  syarat  ,φVc gaya geser, 9885,9 ton >  Vc kuat geser beton 5088,825 ton (oke), tulangan pondasi bore pile. Vc.,gaya geser 48,593 < Φ*Vc tahanan  geser  beton  60,625  (oke) jumlah  tulangan  pokok yang  dibutuhkan  21  d19  dan tulangan sengkang d13, sesuai perhitungan dengan 15 bore pile mampu menahan beban – beban struktur atas jembatan. Kata Kunci: pondasi bore pile metode mayerhof
PENGUJIAN PERKERASAN ASPAL PORUS DENGAN PENAMBAHAN TREAD BAN BEKAS PADA UJI MARSHALL Sulik Anam; Herlan Pratikto
U Karst Vol 2, No 2 (2018): NOVEMBER
Publisher : Kadiri University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (367.459 KB) | DOI: 10.30737/ukarst.v2i2.362

Abstract

Tread Used Tires is a term waste from the component of the sole of an outer tire of a vehicle made of solid rubber structure. The waste is solid, not brittle (resilient) and resistant to water. From some of the definitions of the nature so that Tread used tires can be used as a media to increase the asphalt pavement component in the preparation of the following research. From the research that has been done with volumetric and Marshall parameters, asphalt pavement without the addition of used tire tread shows the calculation of VMA 17.44%, VIM 5.14%, VFB 67.27%, Stability 1217kg, Flow 3 mm, and MQ 434 kg / mm. The addition of 10% tire tread shows the calculation of VMA 16.1%, VIM 3.4%, VFB 64.82%, Stability 1145kg, Flow 3mm, and MQ 398 kg / mm. In testing the AC-BC mixture with the addition of used tire tread using the Marshall method, it was shown that the tread of used tires was suitable as an additive in porous asphalt mixes, it was based on the general specifications of Bina Marga 2010 Division 6 on road pavement. Keywords :  Asphalt, Used Tread  Tires, Marshall Tread ban bekas adalah istilah limbah dari komponen sol ban luar kendaraan yang terbuat dari struktur karet padat. Limbah tersebut padat, tidak rapuh (ulet) dan tahan air. Dari beberapa definisi sifat ban bekas tapak dapat digunakan sebagai media untuk menambah komponen aspal perkerasan dalam persiapan penelitian berikut ini. Dari penelitian yang telah dilakukan dengan parameter volumetrik dan Marshall, perkerasan aspal tanpa penambahan tapak ban bekas menunjukkan perhitungan VMA 17,44%, VIM 5,14%, VFB 67,27%, Stabilitas 1217kg, Arus 3 mm, dan MQ 434 kg / mm. Penambahan tapak ban 10% menunjukkan perhitungan VMA 16.1%, VIM 3.4%, VFB 64.82%, Stabilitas 1145kg, Flow 3mm, dan MQ 398 kg / mm. Dalam pengujian campuran AC-BC dengan penambahan tapak ban bekas menggunakan metode Marshall, ditunjukkan bahwa tapak ban bekas sesuai sebagai aditif dalam campuran aspal berpori, berdasarkan spesifikasi umum Divisi Bina Marga 2010 6 di trotoar jalan. Kata Kunci: Aspal, Tread Ban Bekas, Marshall 
STUDI KASUS STABILITAS STRUKTUR TANAH LEMPUNG PADA JALAN TOTOK KEROT KEDIRI MENGGUNAKAN LIMBAH KERTAS Agata Iwan Candra; Sulik Anam; Zendy Bima Mahardana; Andri Dwi Cahyono
U Karst Vol. 2 No. 2 (2018): NOVEMBER
Publisher : Kadiri University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30737/ukarst.v2i2.255

Abstract

The stability of the soil structure is something that needs to be considered in development. Increasing soil structure improvement can be done through various efforts using added materials or compaction processes. This study aims to improve the clay soil on the kerot kediri road using paper waste. The research was conducted experimentally by making samples in the laboratory. The land used is from the Totok Kerot road, Kediri, which has damaged the road surface due to land loans. Waste paper was added at 0% 7.5%, 10%, 15%, and 20% of the weight of the test object. Waste paper is used with pulp after it is dried and pulverized to a certain gradation. The tests carried out include the Consistency Limit (Atterberg Limit) and Soil Compaction (Proctor) tests. The results showed that the addition of waste paper affects the original properties of the soil. The addition of paper moisture content decreases the Plastic Index value and increases the dry volume of the soil. The addition of waste paper content also increases the volume of dry soil water but decreases after reaching the optimum point, namely at 10% paper waste content and 9.96% water content with a dry volume weight value of 1.97gr/cm3. The greater the dry volume of soil, the dry density indicates that the soil is getting higher. So that by knowing these results, it can be used as a reference in the process of repairing and backfilling the soil on the Totok Kerot Kediri road.
PERENCANAAN PONDASI BORE PILE PADA PROYEK JEMBATAN NGUJANG II KAB.TULUNGAGUNG Heri Wahyudiono; Sulik Anam
U Karst Vol. 2 No. 1 (2018): APRIL
Publisher : Kadiri University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30737/ukarst.v2i1.356

Abstract

The method used in analyzing the foundation of this research is the Mayerhof method and the RSNI-T-02-2015 based  approach  to standard  loading  for bridges,  thus obtaining  a  total vertical load of 770,121 tons, using a bore foundation 80 cm in diameter with the mayerhof method number of poles 15 with a  distance  of 2 meters, so the bearing  capacity  of the foundation pile group: Qug 852,1889 tons> from the load carried (Pu) 770,121 tons (okay), one-way control conditions φVc shear force, 6754,405> Vu, shear strength concrete, 369,490 (okay), two-way control conditions, cVc shear force, 9885.9 tons> Vc concrete shear strength 5088,825 tons (okay), reinforcement bore pile foundation. Vc. Shear force 48,593 <Φ  * Vc concrete shear resistance 60,625 (okay) the number of  staple reinforcement needed 21 d19 and  stirrup  reinforcement  d13,  according  to  the  calculation,  15  bore  piles  are  able  to withstand the burdens of the upper bridge structure. Keywords: bore pile foundation of the mayerhof method  Metode yang di pergunakan  dalam  melakukan analisa  pada  pondasi  pada  penelitian  ini adalah  metode Mayerhof dan  pendekatan  berdasarkan   RSNI-T-02-2015 tentang  standar pembebanan untuk jembatan ,maka didapat total beban vertikal 770,121 ton, menggunakan pondasi bore diameter 80 cm dengan metode mayerhof jumlah tiang 15 dengan jarak 2 meter, jadi daya dukung tanah pondasi tiang kelompok: Qug 852,1889 ton > dari beban yang di pikul (Pu )770,121 ton(oke),control satu arah  syarat  φVc gaya geser, 6754,405 >  Vu,kuat geser beton,369,490 (oke),kontrol dua arah  syarat  ,φVc gaya geser, 9885,9 ton >  Vc kuat geser beton 5088,825 ton (oke), tulangan pondasi bore pile. Vc.,gaya geser 48,593 < Φ*Vc tahanan  geser  beton  60,625  (oke) jumlah  tulangan  pokok yang  dibutuhkan  21  d19  dan tulangan sengkang d13, sesuai perhitungan dengan 15 bore pile mampu menahan beban – beban struktur atas jembatan. Kata Kunci: pondasi bore pile metode mayerhof
PENGUJIAN PERKERASAN ASPAL PORUS DENGAN PENAMBAHAN TREAD BAN BEKAS PADA UJI MARSHALL Sulik Anam; Herlan Pratikto
U Karst Vol. 2 No. 2 (2018): NOVEMBER
Publisher : Kadiri University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30737/ukarst.v2i2.362

Abstract

Tread Used Tires is a term waste from the component of the sole of an outer tire of a vehicle made of solid rubber structure. The waste is solid, not brittle (resilient) and resistant to water. From some of the definitions of the nature so that Tread used tires can be used as a media to increase the asphalt pavement component in the preparation of the following research. From the research that has been done with volumetric and Marshall parameters, asphalt pavement without the addition of used tire tread shows the calculation of VMA 17.44%, VIM 5.14%, VFB 67.27%, Stability 1217kg, Flow 3 mm, and MQ 434 kg / mm. The addition of 10% tire tread shows the calculation of VMA 16.1%, VIM 3.4%, VFB 64.82%, Stability 1145kg, Flow 3mm, and MQ 398 kg / mm. In testing the AC-BC mixture with the addition of used tire tread using the Marshall method, it was shown that the tread of used tires was suitable as an additive in porous asphalt mixes, it was based on the general specifications of Bina Marga 2010 Division 6 on road pavement. Keywords :  Asphalt, Used Tread  Tires, Marshall Tread ban bekas adalah istilah limbah dari komponen sol ban luar kendaraan yang terbuat dari struktur karet padat. Limbah tersebut padat, tidak rapuh (ulet) dan tahan air. Dari beberapa definisi sifat ban bekas tapak dapat digunakan sebagai media untuk menambah komponen aspal perkerasan dalam persiapan penelitian berikut ini. Dari penelitian yang telah dilakukan dengan parameter volumetrik dan Marshall, perkerasan aspal tanpa penambahan tapak ban bekas menunjukkan perhitungan VMA 17,44%, VIM 5,14%, VFB 67,27%, Stabilitas 1217kg, Arus 3 mm, dan MQ 434 kg / mm. Penambahan tapak ban 10% menunjukkan perhitungan VMA 16.1%, VIM 3.4%, VFB 64.82%, Stabilitas 1145kg, Flow 3mm, dan MQ 398 kg / mm. Dalam pengujian campuran AC-BC dengan penambahan tapak ban bekas menggunakan metode Marshall, ditunjukkan bahwa tapak ban bekas sesuai sebagai aditif dalam campuran aspal berpori, berdasarkan spesifikasi umum Divisi Bina Marga 2010 6 di trotoar jalan. Kata Kunci: Aspal, Tread Ban Bekas, Marshall 
Co-Authors Agata Iwan Candra Andri Dwi Cahyono Heri Wahyudiono Herlan Pratikto Zendy Bima Mahardana