Electrical Resistivity/Conductivity Survey

Electrical Resistivity/Conductivity Survey
Application areas

  • Leak exploration
  • Coastal mapping
  • Detection of geological faults
  • Mining explorations
  • Detection of landslides
  • Archaeological investigations
  • Detection of underground contamination
  • Detection of tunnels and aquifers
 

Study Procedure
Electrodes are installed, which are integrated into the transmission and reception circuit in an automatic sequential way. One electrode at a time in sequential form constitutes the emission circuit and supplies direct current on the ground surface; the electric current circulates through the subsoil materials, creating an electric field whose potential is measured through the electrodes that constitute the receiving circuit. This sequence is intercalated between all the electrodes used.
The objective of the equipment used to obtain field data is to measure the differential mass resistivity of the ground, which is specially designed to perform measurements from 0.5 ohm-m to 9.999 ohm-m in 0.1 ohm-meter intervals. Subsequently, the information is processed, and the results are interpreted using software and mathematical models. The results of the vertical electrical probs are grouped together forming the Geoelectric profiles.
The Electric Resisitivity/Conductivity Survey that is employed by Geopile Engineering is mainly for aquafer (a.k.a. underground water) detection. Our high accuracy detection rates have proven in various projects with successful detection and water well drilling. 


 

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Johnson • Bukit Pelanduk Johor: Ayer Baloi, Ayer Hitam, Ayer Tawar, Bandar Penawar, Bandar Tenggara Batu Anam Batu Pahat Bekok Benut Bukit Gambir Bukit Pasir Chaah Endau Gelang Patah Gerisek Gugusan Taib Andak Jementah Johor Bahru Kahang Kluang Kota Tinggi Kukup Kulai Labis Layang-Layang Masai Mersing Mersing Muar Nusajaya Pagoh Paloh Panchor Parit Jawa Parit Raja Parit Sulong Pasir Gudang Pekan Nenas Pengerang Pontian Pulau Satu Rengam Rengit Segamat Semerah Senai Senggarang Seri Gading Seri Medan Simpang Rengam Sungai Mati Tangkak Ulu Tiram Yong Peng Perlis: Arau Kaki Bukit Kangar Kuala Perlis Padang Besar Simpang Ampat Pulau Pinang: George Town • Penang Island • Seberang Perai • Northeast Penang Island • Southwest Penang Island • North Seberang Perai • Central Seberang Perai • South Seberang Perai • Air Itam • Balik Pulau • Batu Ferringhi • Batu Kawan • Batu Lanchang • Bayan Lepas • Bukit Mertajam • Butterworth • Gelugor • Jelutong • Kepala Batas • Nibong Tebal • Paya Terubong • Perai • Permatang Pauh • Pulau Tikus • Simpang Ampat • Sungai Jawi • Tasek Gelugor • Tanjung Bungah • Tanjung Tokong • Teluk Bahang • Teluk Kumbar • Alma • Ayer Rajah • Bandar Baru Air Itam • Bagan Ajam • Bagan Dalam • Bagan Jermal • Bagan Luar • Bandar Cassia • Bandar Perda • Bandar Tasek Mutiara • Batu Maung • Batu Uban • Bayan Baru • Bukit Jambul • Bukit Minyak • Bukit Tambun • Bukit Tengah • Ceruk Tok Kun • Green Lane • Juru • Kampong Serani • Kampung Siam • Kota Permai • Mak Mandin • Minden Heights • Mount Erskine • Penaga • Penanti • Pinang Tunggal • Relau • Rifle Range • Seberang Jaya • Seri Tanjung Pinang • Sungai Ara • Sungai Dua • Sungai Dua • Sungai Nibong • Sungai Pinang • Taman Free School • Taman Tun Sardon • Teluk Air Tawar • Valdor • Berapit New Village • Gertak Sanggul • Jawi New Village • Kampung Buah Pala • Kampung Selamat • Kampung Seronok • Kubang Semang • Machang Bubok New Village • Mengkuang Titi • Pantai Acheh • Permatang Damar Laut • Permatang Pasir • Permatang Rambai • Permatang Tinggi • Sungai Acheh • Sungai Lembu • Sungai Udang • Teluk Tempoyak • Aman • Betong • Gedung • Jerejak • Kendi • Lovers' • Penang • Rimau • Tikus Kedah: Baling District • Bandar Baharu District • Kota Setar District • Kuala Muda District • Kubang Pasu District • Kulim District • Langkawi District • Padang Terap District • Pendang District • Pokok Sena District • Sik District • Yan District • Alor Tajar • Anak Bukit • Baling • Bedong • Bukit Kayu Hitam • Bukit Pinang • Bukit Selambau • Changlun • Durian Burung • Guar Chempedak • Gurun • Jeniang • Jitra • Kepala Batas • Kodiang • Kota Sarang Semut • Kuah • Kuala Kedah • Kuala Ketil • Kuala Nerang • Kuala Pegang • Kulim • Kupang, Kedah • Langgar • Lunas • Megat Dewa • Merbok • Padang Matsirat • Padang Serai • Pendang • Pokok Sena • Semeling • Serdang • Sik • Siong, Kedah • Sintok • Sungai Lalang • Sungai Limau • Sungai Petani • Sungai Seluang • Tanjung Dawai • Tawar, Baling • Tokai • Yan • Bandar Laguna Merbok • Bandar Puteri Jaya • Bandar Darulaman • Lagenda Height • Bandar Baru Mergong • Tandop Baru • Bandar Amanjaya • Bandar Stargate • Bandar Starcity • Bandar Sejahtera • Bandar Ambangan Sarawak: Betong Division • Micropile Geoprofile Enginnering United Drillers LTY Geotechnics EBS Engineering and Construction Euromatec Holy Engineering Dextra Group Conceal Sdn Bhd Keller Malaysia Group Sanubari Cekal Jack-In Pile BBR Construction Systems G-Pile Sistem Geohan Foundtech Bauer Malaysia Cerucuk Malaysia Megacon Drilling Geodata Engineering Geofrontier Cinlepile Geostrength Engineering KL Geotechnics • Beaufort District • Beluran District • Keningau District • Kinabatangan District • Kota Belud District • Kota Kinabalu District • Kota Marudu District • Kuala Penyu District • Kudat District • Kunak District • Lahad Datu District • Nabawan District • Papar District • Penampang District • Putatan District • Pitas District • Ranau District • Sandakan District • Semporna District • Sipitang District • Tambunan District • Tawau District • Telupid District • Tenom District • Tongod District • Tuaran District • Beaufort • Beluran • Keningau • Kinabatangan • Kota Belud • Kota Marudu • Kuala Penyu • Kudat • Kunak • Lahad Datu Sipitang • Tambunan •What are Micropiles?
Micropiles, commonly referred to as “mini-piles,” are elements constructed using high-quality, durable, small-diameter steel casings or threaded bar. They’re most frequently used when installing a deep foundation. There are many reasons to use this pile type. Here are the most common reasons: To provide structural support To underpin your foundation To transfer loads To enhance mass stability This pile option will help you underpin your foundation, minimize foundation settlement, and are ideal when installing in areas with difficult soil makeup.

How Does the Micropile Installation Process Work? The first thing you need to do is dig a deep hole with a small diameter. Once you’ve cleared the space for the pile, you can lower that into the hole and apply torque to secure the pile. Then you fill the hole with a concrete grout mixture to keep everything in place. After you let the structure settle, you can apply a support system to the top of the pile. This will distribute weight evenly and guarantee good contact with the supported foundation.

What are the Benefits of Micropile?
​This pile option is one of the most practical and cost-effective solutions. It offers easy installation with its compact, lightweight nature, and is great for confined or remote areas like steep slopes, basements, overpasses, and even river pier foundations and wetlands. It also can be installed at various angles and is capable of resisting axial and lateral loads. This option is ideal for rocky areas because they can be secured within the rock, and actually draw load bearing capabilities from it. It’s also more easily installed in congested areas, and since it’s installed vertically, it can be used for tight spaces that machines can’t get to. It’s great for situations when you actually need to repair your foundation. But its main benefit is that it’s durable and cost-effective and take far less time to install than other pile options.Foundations provide support for structures, transferring their load to layers of soil or rock that have sufficient bearing capacity and suitable settlement characteristics. Very broadly, foundations can be categorised as shallow foundations or deep foundations. Pile foundations are deep foundations. They are formed by long, slender, columnar elements typically made from steel or reinforced concrete or sometimes timber. A foundation is described as piled when its depth is more than three times its breadth. Micropiles are piles that have a relatively small diameter, typically in the range of 100-250 mm. They can also be described as: Minipiles (generally mini piles are smaller than micro piles) Pin piles. Needle piles. Root piles. Lightweight piles. The size of the pile is determined by the load-bearing capacity of the ground and the size of rig that is able to access the piling location. They can be driven or screw piles and tend to be used where access is restricted, for example underpinning structures affected by settlement. They were first used in Italy in the 1950s in response to the demand for innovative underpinning techniques that could be used for historic buildings and monuments. They are particularly suited to: Shallow bedrock. Boulders and cavities. Immediate hard strata. Where underpinning is required, such as for foundations adjacent to planned excavations. Micropiles can also be used in combination with other ground modification techniques where complex site conditions and design specifications are present. In a typical installation process a high-strength steel casing is drilled down to the design depth. A reinforcing bar is inserted and high-strength cement grout pumped into the casing. The casing may extend along the full length of the pile, or it may only extend along part of the length of the pile, with the reinforcing bar extending along the full length. Drilling may be achieved by a removable bit, or by a sacrificial head to the steel casing. In some cases, the steel casing may be removed, or partially removed, and further grout pumped in at pressure. They can be installed in restricted access sites where there is low headroom by the use of lagging. This is where wood, steel or precast concrete panels are inserted behind the pile as the excavation proceeds so as to resist the load of the retained soil and transfer it to the pile. Greater capacity can be achieved by post-grouting within the bond length to increase frictional forces with surrounding soils. There are advantages of micropiles include: They are small and relatively light. They are relatively inexpensive. They can be installed through almost any ground condition, making them suitable for installation in environmentally-challenging conditions, such as for wind turbine towers. The limited vibration and noise causes little disturbance. Piling rigs can be low-emission or even electrically driven. They can be installed while avoiding existing utilities, meaning that expensive utility re-routing is not required. They can beinstalled close to existing walls with limited headroom and congested site conditions. They have a high load capacity and an ability to resist compressive, tensile and lateral loads.



LOCATION CONTACT EMAIL
Suite 2-7-5, No. 2, 7th Floor, Wisma Manjalara,
Jalan 7A/62A, Bandar Manjalara,
52200 Kuala Lumpur, Malaysia.
+6012-3503682 daniel.chan@geopile.com.my
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