Cement stabilized crushed stone is a mixture of a certain amount of cementitious material and sufficient mortar volume to fill the voids in the aggregate, and is spread and compacted according to the principle of compaction. The degree of compaction is close to the compactness, and the strength is mainly achieved by the interlocking principle between the crushed stones, with sufficient mortar volume to fill the gaps in the aggregate. Its initial strength is high, and its strength increases rapidly with age to form a board, thus possessing high strength, good impermeability and frost resistance. After water stabilization, it does not get muddy in rain and has a solid surface, making it an ideal base material for advanced road surfaces.

二灰穩(wěn)定碎石加工的基層是石灰、粉煤灰穩(wěn)定粒料的基礎(chǔ)層，當(dāng)然我們也可以叫做二灰結(jié)石或三渣基層，它是將適量的石灰和粉煤灰混合在粒料中，根據(jù)一定的技術(shù)要求和極佳含水量，混合拌和均勻，壓實(shí)，經(jīng)養(yǎng)生成型的一種路面基層。二灰穩(wěn)定碎石基層的類型屬于半剛性基層，具有明顯的水硬性、緩凝性、板體性、特定的抗裂性，但磨損性下降，強(qiáng)度受溫度和濕度的影響較大。二灰穩(wěn)定碎石基層的原材料可以就地取材，建設(shè)方便，強(qiáng)度高，比較容易獲得，具有與貧混凝土相似的性質(zhì)，水穩(wěn)定性、抗裂性更好。由于這些優(yōu)點(diǎn)，二灰穩(wěn)定碎石基層得到了廣泛應(yīng)用。

The base layer of lime and fly ash stabilized crushed stone processing is the foundation layer of lime and fly ash stabilized granular materials. Of course, we can also call it the lime and fly ash base layer or the three slag base layer. It is a pavement base layer that mixes an appropriate amount of lime and fly ash in the granular materials, according to certain technical requirements and excellent moisture content, evenly mixed, compacted, and formed through curing. The type of lime fly ash stabilized crushed stone base belongs to semi rigid base, which has obvious hydraulic properties, retarding properties, board properties, and specific crack resistance. However, its wear resistance decreases, and its strength is greatly affected by temperature and humidity. The raw materials for the lime fly ash stabilized crushed stone base can be obtained locally, which is convenient for construction, high in strength, and relatively easy to obtain. It has properties similar to lean concrete, and has better water stability and crack resistance. Due to these advantages, the lime fly ash stabilized crushed stone base has been widely used.

水泥穩(wěn)定碎石基層要求，原材料的質(zhì)量控制，原材料是路面工程的物質(zhì)基礎(chǔ)，嚴(yán)把材料質(zhì)量關(guān)是保證工程質(zhì)量的基礎(chǔ)和重要環(huán)節(jié)。混和料的配合比設(shè)計(jì)通過對(duì)工程實(shí)際應(yīng)用的礦料分別進(jìn)行篩分試驗(yàn)和測(cè)定其相對(duì)密度，根據(jù)各種礦料的顆粒級(jí)配和計(jì)算用量比調(diào)配出合理的級(jí)配曲線?，F(xiàn)場(chǎng)試驗(yàn)段的施工根據(jù)公路路面基層施工技術(shù)規(guī)范及國(guó)內(nèi)外實(shí)踐經(jīng)驗(yàn)，高等級(jí)公路路面基層（底基層）施工前采用計(jì)劃使用的機(jī)械設(shè)備和初步確定的混和料的配合比鋪筑試驗(yàn)段是不可缺少的步驟?；旌土系倪\(yùn)輸，運(yùn)輸混和料宜采用大噸位（15T以上）的自卸運(yùn)輸車，在卸料和運(yùn)輸過程中要盡量避免中途停車和顛簸，以確?；旌土系难舆t時(shí)間和混和料均不產(chǎn)生離析，此時(shí)，還要根據(jù)運(yùn)輸距離和天氣情況，考慮混和料是否采用苫蓋，以防水分過分損失及表層散失過大。

Requirements for cement stabilized crushed stone base, quality control of raw materials, raw materials are the material foundation of pavement engineering, and strict control of material quality is the foundation and important link to ensure engineering quality. The mix proportion design of mixed materials is achieved by conducting screening tests and measuring the relative density of the mineral materials used in practical engineering applications. Based on the particle grading of various mineral materials and the calculated dosage ratio, a reasonable grading curve is formulated. The construction of the on-site trial section is based on the technical specifications for the construction of highway pavement base layer and practical experience at home and abroad. It is an indispensable step to use planned mechanical equipment and preliminarily determined mix proportions to pave the trial section before the construction of high-grade highway pavement base layer (sub base layer). For the transportation of mixed materials, it is recommended to use large tonnage (over 15T) dump trucks. During the unloading and transportation process, it is necessary to avoid stopping and bumping midway to ensure that the delay time of the mixed materials and the mixed materials do not produce segregation. At this time, it is also necessary to consider whether the mixed materials should be covered with tarpaulins based on the transportation distance and weather conditions to prevent excessive water loss and surface loss.

水泥穩(wěn)定碎石施工首先要把握三個(gè)關(guān)鍵環(huán)節(jié)，把握檢測(cè)關(guān),每天對(duì)原材料級(jí)配和含水量、混合料級(jí)配和含水量、水泥劑量和粉煤灰含量、壓實(shí)度和無側(cè)限抗壓強(qiáng)度進(jìn)行檢測(cè)。把握時(shí)間關(guān),由于水穩(wěn)碎石的結(jié)合材料---水泥的固有特性，時(shí)間因素對(duì)整個(gè)施工過程尤為重要，施工中要嚴(yán)密組織、科學(xué)控制拌和—運(yùn)輸—攤鋪—碾壓等各道工序，確保施工一次成功，一般從混合料拌和到碾壓結(jié)束的時(shí)間不超過2小時(shí)。把握養(yǎng)護(hù)關(guān),養(yǎng)護(hù)對(duì)水泥穩(wěn)定碎石基層的強(qiáng)度形成和干縮性影響非常大，所以要充分重視水穩(wěn)基層的養(yǎng)護(hù)工作。派專人負(fù)責(zé)對(duì)已完水泥穩(wěn)定碎石基層進(jìn)行養(yǎng)護(hù)，養(yǎng)護(hù)采用麻袋濕養(yǎng)，養(yǎng)生期不少于14天，養(yǎng)生期間禁止一切車輛通行。

The construction of cement stabilized crushed stone should first grasp three key links, and grasp the testing key. Daily testing should be conducted on the grading and moisture content of raw materials, the grading and moisture content of mixtures, the cement dosage and fly ash content, compaction degree, and unconfined compressive strength. Seize the timing. Due to the inherent characteristics of cement, the binding material of water stabilized crushed stone, the time factor is particularly important for the entire construction process. During construction, it is necessary to closely organize and scientifically control various processes such as mixing, transportation, paving, and rolling to ensure a successful construction. Generally, the time from mixing the mixture to the end of rolling should not exceed 2 hours. Grasp the maintenance key, and maintenance has a significant impact on the strength formation and dry shrinkage of cement stabilized crushed stone base. Therefore, it is necessary to fully pay attention to the maintenance work of water stabilized base. Assign a dedicated person to be responsible for the maintenance of the completed cement stabilized crushed stone base, using hemp bag wet curing. The curing period shall not be less than 14 days, and all vehicles are prohibited from passing during the curing period.

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