Pengaruh Penambahan Abu Kayu Dan Abu Bambu Terhadap Kepadatan Tanah Lempung

2020 ◽  
Vol 3 (2) ◽  
pp. 191
Author(s):  
Vella Maulina Kris Putri ◽  
Agata Iwan Candra ◽  
Ahmad Ridwan
Keyword(s):  
Surface Runoff ◽  
Clay Soil ◽  
Wood Ash ◽  
Road Surface ◽  
Plastic Limit ◽  
Test Items ◽  
Native Soil

The soil has an important role in construction, namely as the loading of soil on clay. It is necessary to improve the nature of the shrinkage. The authors conducted the study to increase the strength of clay by adding wood ashes and bamboo ashes. Wood ash and bamboo ash have pozzolan properties expected to add power to clay when weighted, would drop significantly.  Material compares in this study using a mix of wood ash and bamboo ash with a variation of 0%, 4%, 8%, and 12%. Meanwhile, the clay soil is taken directly from the ravaged area, from bulging villages, from the grid district. The results showed that the soil is categorized as montmorillonite soil with properties that can damage light structures and road surface runoff. After adding wood and bamboo ash, it showed optimum results of 12% of the dry fixed test items showing a liquid limit’s value at 41,00%, plastic limit at 28,43%, and the net value of plastic limit at 12,57%. When testing for solidification using native soil at a dry volume of 7,91, gr/cm rainfall can increase by 10,42 gr/cm additives after adding 12% of wood ash and bamboo ash.Tanah memiliki peran penting dalam konstruksi yaitu sebagai pembebanan tanah pada tanah liat. Perlu untuk memperbaiki sifat penyusutan. Penulis melakukan penelitian untuk meningkatkan kekuatan tanah liat dengan cara menambahkan abu kayu dan abu bambu. Abu kayu dan abu bambu memiliki sifat pozzolan yang diharapkan dapat menambah kekuatan pada tanah liat saat tertimbang, akan turun secara signifikan. Perbandingan material dalam penelitian ini menggunakan campuran abu kayu dan abu bambu dengan variasi 0%, 4%, 8%, dan 12%. Sementara itu, tanah lempung diambil langsung dari area yang rusak, dari desa-desa yang menggembung, dari grid distrik. Hasil penelitian menunjukkan bahwa tanah tersebut dikategorikan sebagai tanah montmorillonite dengan sifat yang dapat merusak struktur ringan dan aliran permukaan jalan. Setelah dilakukan penambahan abu kayu dan bambu didapatkan hasil optimum dari 12% benda uji tetap kering yang menunjukkan nilai batas cair 41,00%, batas plastis  28,43%,   dan   nilai   bersih   batas  plastis  12,57%.   Pada pengujian solidifikasi menggunakan tanah asli pada volume kering 7,91 gr / cm curah hujan dapat meningkat sebesar 10,42 gr / cm aditif setelah penambahan 12% abu kayu dan abu bambu.

scholarly journals Field Evaluation of Hydrologic and Water Quality Benefits of Perforated Paving Block Structure (P2BS)

2020 ◽  
Vol 202 ◽  
pp. 05010
Author(s):  
Suripin S ◽  
Sachro Sri Sangkawati ◽  
Atmojo Pranoto Samto ◽  
Edhisono Sutarto ◽  
Kurniani Dwi ◽  
...  
Keyword(s):  
Surface Runoff ◽  
Block Structure ◽  
Field Evaluation ◽  
Peak Discharge ◽  
Discharge Time ◽  
Soil Infiltration ◽  
Runoff Volume ◽  
Native Soil ◽  
Parking Lot

This paper discusses the use of perforated paving block structure (P2BS) as a pavement structure on the parking lot. Model of P2BS was developed in the field to analyze its capacity in reducing runoff and improving surface runoff quality. The depth and intensity of the rainfall is regulated with a rainfall simulator. The rate of native soil infiltration (natural) was tested with ring infiltrometer. The model's ability to reduce peak discharge and runoff volume, delay time, as well as improve quality of surface runoff was observed. The results show that proposed P2BS are able to significantly reduce runoff volume and peak discharge, delay start runoff and peak discharge time. It is also able to remove pollutants, especially TSS.

Studies on compressive strength of sandy clay soil samples with different percentages of lime and nylon fibres

2021 ◽  
Vol 10 (1) ◽  
Author(s):  
T Sini ◽  
T Ahira
Keyword(s):  
Compressive Strength ◽  
Rice Husk Ash ◽  
Clay Soil ◽  
Ground Improvement ◽  
Horizontal Layer ◽  
Sandy Clay ◽  
Native Soil ◽  
The Difference ◽  
Nylon Fibre ◽  
Properties Of Soil

To develop economically feasible and durable methods of ground improvement are some of the major challenges faced by geotechnical engineers. Many commonly available stabilisers like lime, fly ash, rice husk ash has been used in many studies. These stabilisers are known to improve the compressive strength of soil. But in order to improve the tensile properties of soil and increase the ductility characteristics, fibres can be included along with the commonly used stabilisers. In this paper values of compressive strength of sandy clay soil treated with different concentrations of lime and nylon fibre is studied and compared with the values of untreated native soil. The compressive strength of soil increases with increase in lime content up to 10%. The compressive strength of soil also increases with nylon fibre inclusion up to a concentration of 0.3%. With further increase in nylon fibre content, compressive strength decreases in the studied samples. In the present study the difference in the increase in compressive strength shown by composites with random and horizontal layers of nylon fibres as inclusions appears to be very small. The present study concludes that a combination of lime and nylon fibre can be a better stabilizer for ground improvement. Keywords—unconfined compressive strength, lime, horizontal layer, nylon fibre

scholarly journals STABILISASI TANAH LEMPUNG MENGGUNAKAN KERIKIL UNTUK MENINGKATKAN DAYA DUKUNG (CBR) DI LABORATORIUM SEBAGAI BAHAN TIMBUNAN

2018 ◽  
Vol 1 (1) ◽  
pp. 41
Author(s):  
Annisaa Dwiretnani
Keyword(s):  
Carrying Capacity ◽  
Clay Soil ◽  
Soil Classification ◽  
Liquid Limit ◽  
Optimum Moisture Content ◽  
Plasticity Index ◽  
Test Results ◽  
Plastic Limit ◽  
Soil Plasticity ◽  
Cbr Test

Clay is a type of soil that has a high shrinkage when the change in water content. Construction of roads built on clay soil often damaged, eg cracked or bumpy roads would be damaged so that road before reaching the age of the plan. This study analyzes the behavior of clay in the area of Mendalo Darat, Provinsi Jambi, get maximum soil density and optimum moisture content with the addition of gravel 10%, 20%, 30% and 40%, then tested in the from of nature of the soil, the California Bearing Ratio (CBR). The results, according to the Unified Soil Classification System (USCS) methods. The addition of gravel will cause the properties of the soil Liquid Limit (LL) decreased with Plastic Limit (PL) decreased so that the Plasticity Index (PI) decreased. The addition of gravel will be working actively on the CBR test. From the test results obtained, clay that is stabilized with gravel on variations of 10%, 20%, 30% and 40% indicate an increase in crayying capacity soil and significant decrease in plasticity index. On the gravel mixture of 40% there is significant increase in carrying capacity of 11,90% of power support for the original soil, and on the gravel mixture of 40% also decreased index plasticity of 1,21 % of the original soil plasticity index. The smaller the plasticity index, the carrying capacity is getting bigger.Keywords: clay, stabilized, CBR

scholarly journals Pengaruh Penambahan Abu Batu (Fly Ash) Terhadap Plastisitas Tanah Lempung Di Kabupaten Fakfak

2020 ◽  
Vol 19 (1) ◽  
pp. 79-86
Author(s):  
Muhammad Yunus ◽  
Muhammad Aswan
Keyword(s):  
Fly Ash ◽  
Clay Soil ◽  
Liquid Limit ◽  
Plasticity Index ◽  
Plastic Limit ◽  
The Road ◽  
Limit Value ◽  
A Value ◽  
Before And After ◽  
Index Value

The road conditions in the Fakfak Regency area have suffered a lot of damage, this is related to the subgrade condition of the road in the form of clay. One method that is widely used to improve the characteristics of clay that does not fulfill the requirements as a road subgrade material is to add fly ash. Aim of this study was to determine the value of clay plasticity before and after adding rock ash with the percentage of stone ash 8%, 16%, 32%. From the results of testing on clay soaked for 7 days can reduce the liquid limit value where the largest decrease is 15,24% of the original soil occurs in the addition of 32% fly ash with a value of 66,86%. The plastic limit value also decreased by 20,40% from the original soil with a value of 46,10% at the addition of 32% fly ash. And the plasticity index value experienced the largest decrease in the addition of 32% stone ash with a decrease of 0,97% from the original soil with a value of 20,76%. In clay soil which was brooded for 14 days the largest liquid limit value decreased which was 18.72% of the original soil occurred in the addition of 32% fly ash with a value of 64,11%. The plastic limit value also decreased by 21,77% from the original land with a value of 45,31% at the addition of 32% fly ash. And the plasticity index value experienced the largest decrease in the addition of 32% stone ash with a decrease of 10,32% from the original land with a value of 18,80%.

Study Of The Effectiveness Of The Use Of Gypsum And Volcanic Ash On Stability Of The Clay Soil Based On The CBR Value And The Unconfined Compression Test

2021 ◽  
Vol 12 (2) ◽  
pp. 37-45
Author(s):  
Ade Indra Utama Lubis
Keyword(s):  
Compression Test ◽  
Volcanic Ash ◽  
Soil Stabilization ◽  
Clay Soil ◽  
Soil Classification ◽  
Specific Weight ◽  
Liquid Limit ◽  
Unconfined Compression ◽  
Unconfined Compression Test ◽  
Native Soil

Stabilization is one of the efforts to improve the condition of the soil which has a poor index of properties. One of the soil stabilization that is usually done is by adding chemicals to the soil. Chemicals commonly used in the form of cement, lime, bitumen. In this study, the stabilization of clay was carried out by adding gypsum and volcanic ash. The purpose of this study was to determine the value of the index properties due to the addition of 2% gypsum and volcanic ash on the clay soil, then to determine the maximum compressive strength value due to the addition of variations in stabilizing materials by testing the Unconfined Compression Test (UCT) and testing the California Bearing Ratio (CBR). ) laboratory. From the research, it was found that the original soil sample had a moisture content of 12.42%; specific weight 2.65; liquid limit 46.82% and plasticity index 29.40%. The original soil classification according to USCS is classified as Clay – Low Plasticity (CL) and according to AASHTO it is classified as A-7-6 (10). Unconfined Compression Test (UCT) values ​​for native soil and native soil plus 2% gypsum were 1.40 kg/cm2 and 1.66 kg/cm2. The laboratory CBR values ​​for soaked and unsoaked for the original soil were 4.44% and 6.28%, respectively. While the laboratory CBR values ​​soaked and unsoaked for the original soil plus 2% gypsum were 6.74% and 8.02%, respectively.The most effective results were obtained from a mixture of 2% gypsum and 10% volcanic ash with a UCT value of 2.79 kg/cm2 (an increase of 99.28%). For laboratory CBR testing, the most effective mixture was on a mixed variation of 2% gypsum and 9% volcanic ash with laboratory CBR values ​​soaked and unsoaked of 9.07% (an increase of 104.27% from the original soil) and 10 ,29% (an increase of 63.85% from the original land). The soil that has been mixed with the most effective stabilizer material, namely 2% gypsum and 9% volcanic ash is classified as Clay - Low Plasticity (CL) based on the USCS classification and is classified as A-6 (4) based on the AASHTO classification.

Study on Road Surface Runoff and Rainwater Reuse for Solving Water Shortage

2019 ◽  
Vol 27 (1) ◽  
pp. 31-38
Author(s):  
Sung-Hoon Shin ◽  
Young-Suk Back ◽  
Joon-Ha Park ◽  
Jum-Ok Park
Keyword(s):  
Surface Runoff ◽  
Water Shortage ◽  
Road Surface

Experimental Investigation on Physical and Mechanical Behavior of Kathmandu Clay

2018 ◽  
Vol 1145 ◽  
pp. 112-116 ◽  
Author(s):  
Bhim Kumar Dahal ◽  
Jun Jie Zheng ◽  
Rong Jun Zhang
Keyword(s):  
Mechanical Characteristics ◽  
Clay Soil ◽  
Cement Content ◽  
Physical And Mechanical Properties ◽  
Adsorbed Water ◽  
Liquid Limit ◽  
Plastic Limit ◽  
Friction Component ◽  
Laboratory Investigations ◽  
Physical And Mechanical Characteristics

Deformation due to load from the construction of infrastructure in soft ground is high and sometimes also becomes problematic. There are various techniques to strengthen the ground among which, the most suitable and commonly used method is chemical stabilization using cement. This method is fast and cement is relatively cheap, abundant and efficient. This research is focused on the study of improvement on physical and mechanical properties of cement mixed clay. Soil sample from Kathmandu, Nepal is taken for the laboratory investigations. The soil is reconstituted by using Ordinary Portland Cement of 5%, 10%, and 15% by its mass. The study revealed that physical and mechanical characteristics of cemented clay are greatly improved for engineering purposes. The specific gravity of all samples are linearly vary with cement content. Similarly, the liquid limit and plastic limit of clay are increased with increased cement content. However, hydraulic conductivity of the soils is decreased with the increase in cement content i.e. reduction is almost 7.5 times when cement increases from 5% to 15%. Finally, cohesion is increased from 3.23 kPa to 67.89 kPa in contrast to friction component which is decreased from 19.58° to 18.56°. Therefore, shear strength of clay is improved due to improvement on cohesion property of clay because of the reduction in the thickness of the diffused doubled-layer of adsorbed water.

scholarly journals Enhancement of Expansive Soil with Addition of Wood Husk Ash and Silica Fume

2019 ◽  
Vol 9 (2) ◽  
pp. 320-323
Keyword(s):  
Silica Fume ◽  
Soil Stabilization ◽  
Clay Soil ◽  
Clayey Soil ◽  
Expansive Soils ◽  
Chemical Properties ◽  
Expansive Soil ◽  
Wood Ash ◽  
Engineering Properties ◽  
Experimental Investigations

Soil is the foundation material which supports loads from an overlying structure; it mainly consists of minerals, organic matter, liquids etc. In India the soil most present is Clay, using which the construction of sub grade is deemed problematic. as Clayey soils are expansive soils. The problem of using clayey soil for civil engineering constructions has been observed since early ages.. On the basis of type of soil, soil stabilization is undertaken and is a major technology in construction engineering. Soil strengthening refers to the process of enhancing physical, chemical and mechanical properties of soil to maintain its stability. In this investigation, an attempt has been made to improve the engineering properties of locally available clayey soil near Mahabalipuram by making a composite mix with silica fume and wood ash with equal composition in various proportions. Addition of such materials will increase the physical as well as chemical properties of the soil. study, experimental investigations are carried out to study the beneficial effects of stabilizing Clay soil using silica fume and wood ash with 3%, 5% and 7%. The tests were conducted in order to evaluate the improvement in strength characteristics of the sub graded soil. The parameters tested included the Atterberg limits, Modified Proctor Density, California bearing ratio (CBR). Results showed that the geotechnical parameters of clay soil improved substantially by the addition of wood husk ash and silica fume

scholarly journals THE EFFECT OF HYDROLOGIC RESPONSE UNIT ON CI RASEA WATERSHED STREAMFLOW BASED ON LANDSAT TM

2017 ◽  
Vol 12 (2) ◽  
pp. 97
Author(s):  
. Emiyati ◽  
Eko Kusratmoko ◽  
. Sobirin
Keyword(s):  
Land Cover ◽  
Spatial Pattern ◽  
Soil Type ◽  
Surface Runoff ◽  
River Flow ◽  
Clay Soil ◽  
Landsat Tm ◽  
Hydrologic Response ◽  
Flow Discharge ◽  
Hydrologic Response Unit

. This paper discusses spatial pattern of Hydrologic Response Unit (HRU), which is a unit formed of hydrological analysis, including geology and soil type, elevation and slope, and also land cover in 2009. This paper also discusses the impact of HRU on streamflow of Ci Rasea watershed, West Java. Ci Rasea watershed is located at the upstream part of Ci Tarum watersheds in West Java Province, Indonesia. This research used SWAT (Soil and Water Assessment Tool) model to obtain spatial HRU and river flow. The method used Landsat TM data for land cover and daily rainfall for river flow modeling. The results have shown spatial pattern of HRU which was affected by land cover, soil type and slope. In 2009, accumulated surface runoff and streamflow changes were spatially affected by HRU changes. The large amount accumulation of river flow discharge happened in HRU with landcover paddy field, silty clay soil, and flat slope. While the low discharge of river flow happened in HRU with plantation, clay soil, and slightly steep slopes as HRU dominant. It was found that accumulation of surface runoff in Ci Rasea watershed can be reduced by changing the land cover type in some areas with clay and slightly steep slope to become plantation area and the areas with sandy loam soil and flat slope can be used for paddy fields. Beside affected by HRU, the river flow discharge was also affected by the distance of sub watershed to the outlet. By using NS model and statistical t-student for calibration and validation, it was obtained that the accuracy of river flow models with HRU was 70%. It meant that the model could better simulate water flows of the Ci Rasea watershed.

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